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REVIEWED RESUB 1-BLD2022-1542+Structural_Calculations+8.5.2024_12.00.59_PM+4421229RESUB Aug 05 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Structural Calculations For: BLD2022-1542 ...................................I........... REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT] ...............................................: Glacier Environmental Warehouse 7509 212t" St. SW Edmonds, WA 98026 Prepared for: Glacier Environmental Services Job #: 10846-2022-01 Date: July 19, 2024 0SEATTLE 2124 Third Avenue, Suite 100, Seattle, WA 98121 $/SRUCTURAL TACOMA 934 Broadway, Suite 100, Tacoma, WA 98402 206.443.6212 GI CENTRAL WA 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 (D ssfengineers.com Foundation Desian OSTRUCTURAL ENGINEERING Nucor Column Reactions - Left/Right Direction COLUMN LINE DL = -0.5k (-1.1 k) SL = -2.7k <WL,left = -5.9k �WL,right = 8.4k �EQ,left = -5.8k 4 r, COLUMN LINE V DL = 3.7k (5.8k) DL = 2.5k (4.6k) SL = 13.6k SL = 10.2k WOO = -15k WOO = 3.5k WL,right = -8.7k WL,right = -12.3k EQ,left = -6k EQ,left = 6k RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column -----Dead-----Collateral- ----- Live --------- Snow- ----Wind-Left1- -Wind-Rightl- Line Line Harz Vert Harz Vert Horz Vert Horz Vert Horz Vert Harz Vert 2* A 0.5 3.7 0.6 2.1 2.2 10.3 2.1 10.5 -6.4 -15.0 3.9 -8.7 2* C -0.5 2.5 -0.6 2.1 -2.2 8.2 -2.1 7.8 -5.9 -0.1 7.3 -12.3 Frame Column --Wind-Left2- -Wind-Right2- --Wind-Long1- --Wind-Long2- -Seismic-Left Seismic -Right Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 2* A -7.3 -11.4 2.8 -5.1 1.8 -5.4 0.7 -8.9 -4.7 -6.0 4.7 6.0 2* C -5.0 3.5 8.4 -8.7 -1.7 -5.6 -1.1 -8.4 -5.8 6.0 5.8 -6.0 Frame Column -Seismic-Long -MIN-SNOW-- Line Line Horz Vert Horz Vert 2* A -2.4 -3.1 2.7 13.6 2* C -3.0 3.1 -2.7 10.2 2* Frame lines: 2 3 4 5 7509 212th St. SW PROJECT Warehouse 07/11 /24 DATE 10846-2022-01 PROJ. # FG r]]xy[eP N O V 00 O N Q O rn � rn � o _ u _ 0 � O 9 U) C O N O = W N 7 N � Q � Q N O m !E U d H V Z N w N w V 3 LU �OZ LU U W V) U L LJ SHEET Nucor Column Reactions - Longitudinal Direction EQ,Iong = 25.2k EQ,Iong = 27.3k BUILDING BRACING REACTIONS t Reactions k) Panel Shear —Wall — Col —Wind — — eismic— (Ib7A) Loc Line Line Horz Vert Horz Vert Wind Seis Note LEW 1 F—SW 6 3,4 4.8 4.7 25.2 27.3 iii B—SW A 3,4 Na)Wind bent in bay i)Brocing in roof to rigid frame Reactions for seismic represent shear force, Eh Reaction values shown are unfactored WIND BENT REACTIONS — Wall — Col Loc Line Line B—SW A 4 B—SW A 3 H H y y �V V t Reactions Wind(k ) Seismic(k ) Horz Vert Horz Vert 3.0 7.9 10—.1 3.0 7.9 10.6 28.1 7509 212th St. SW PROJECT i EQ,Iong = 25.2k EQ,Iong = 27.3k Bolt(in) Base—Plate(in) oty Dia Width Length 4 1.00010.000 22.000 4 1.000 10.000 22.000 Thick 1.000 1.000 07/11 /24 DATE 10846-2022-01 PROJ.# N O V W O � N Q 0) CO W _ U _ 2) 0 m O 9 fn O N N O N — O = W r _ 0) cr) N N N � � Q N Q N m a E o V d H � � z N � � N � � W a Q ~0 vav 0 STRUCTURAL ENGINEERING DESIGN SHEET Ll 0 Y, D-Wld mn 'P(>l9 w�1 PfT 0VE77-- r7 6a C+,A Li -l'(1so) Ip ►M� �2K -cd-r.a-, o L, = 11 't l - 4 wIND 8G-7QT X A Gf N e ,:r,Ut, wE"t & H 7 - -1 V-1 c ST0 $q RUCTURAL ENGINEERING WAviAMtSIC, D PROD DESIGN SHEET 9 U 5 � N'W'I R � r�ls - /Vol $p S R_ //%JS 0 ' �- COSTRUCTURAL ENGINEERING __$Lk_ke r t'l�y� rGrrrr►�1 ,1 1 PRO1[cl DA El I DESIGN SHEET Typical Footing Design at Rigid Frame & Endwalls General Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: Typical Column Footing - Lateral Check - (Col A2) Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Material Properties Soil Design Values fc : Concrete 28 day strength = 4.0 ksi Allowable Soil Bearing = 4.665 ksf fy : Rebar Yield = 60.0 ksi Soil Density = 110.0 pcf Ec : Concrete Elastic Modulus = 3,605.0 ksi Increase Bearing By Footing Weight = No Concrete Density = 150.0 pcf Soil Passive Resistance (for Sliding) = 450.0 pcf T Values Flexure = 0.90 Soil/Concrete Friction Coeff. = 0.40 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 2.750 ft Min Steel % Bending Reinf. = Allow press. increase per foot of depth = ksf Min Allow % Temp Reinf. = 0.00180 when footing base is below = ft Min. Overturning Safety Factor = 1.50 : 1 Min. Sliding Safety Factor = 1.50 1 Increases based on footing plan dimension Add Fig Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability, moments & shears Yes = ksf Add Pedestal Wt for Soil Pressure No when max. length or width is greater than = ft Use Pedestal wt for stability, mom & shear Yes Dimensions Width parallel to X-X Axis = 5.50 ft Length parallel to Z-Z Axis = 5.50 ft Footing Thickness = 24.0 in Pedestal dimensions... px : parallel to X-X Axis pz : parallel to Z-Z Axis =_ Height Rebar Centerline to Edge of Concrete... at Bottom of footing = Reinforcing Bars parallel to X-X Axis Number of Bars Reinforcing Bar Size = # Bars parallel to Z-Z Axis Number of Bars = Reinforcing Bar Size = # Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation # Bars required within zone # Bars required on each side of zone Applied Loads X 48.0 in 60.0 in in 3.0 in 6.0 7 6.0 7 n/a n/a n/a I UK 111' III 6-#7Ba.s -•-�'3fk�e'CholT totlkmgto r�L��"��"��"��"�$�$ Z K M. 6-#7 Bars �nl - ________ _____.____ __. _. _._ - - - - Z-Z Section Looking to +X D Lr L S W E H P : Column Load = 19.40 13.60 -15.0 -6.0 k OB : Overburden = ksf M-xx = k-ft M-zz = k-ft V-x = 0.50 2.70 -6.40 -5.80 k V-z = k Project Title: Engineer: Project ID: Project Descr: General Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: Typical Column Footing - Lateral Check - (Col A2) DESIGN SUMMARY - • Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.3531 Soil Bearing 1.647 ksf 4.665 ksf +D+S about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS 1.510 Overturning - Z-Z 32.430 k-ft 48.979 k-ft +0.60D+0.60W PASS 3.418 Sliding - X-X 3.540 k 12.099 k +0.60D+0.60W PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding PASS 1.955 Uplift -9.0 k 17.592 k +0.60D+0.60W PASS 0.008120 Z Flexure (+X) 0.4907 k-ft/ft 60.437 k-ft/ft +1.20D+1.60S PASS 0.005120 Z Flexure (-X) 0.3094 k-ft/ft 60.437 k-ft/ft +1.20D+1.60S PASS 0.000729 X Flexure (+Z) 0.04404 k-ft/ft 60.437 k-ft/ft +1.20D+1.60S PASS 0.000729 X Flexure (-Z) 0.04404 k-ft/ft 60.437 k-ft/ft +1.20D+1.60S PASS n/a 1-way Shear (+X) 0.0 psi 94.868 psi n/a PASS n/a 1-way Shear (-X) 0.0 psi 94.868 psi n/a PASS n/a 1-way Shear (+Z) 0.0 psi 94.868 psi n/a PASS n/a 1-way Shear (-Z) 0.0 psi 94.868 psi n/a PASS n/a 2-way Punching 0.0 psi 94.868 psi n/a ZTop reinforcing mat required (see'Bending'tab). ! Hand check required for anchor pullout. Detailed Results Soil Bearing Rotation Axis & Xecc Zecc Actual Soil Bearing Stress @ Location Load Combination... Gross Allowable (in) Bottom, -Z Top, +Z Left, -X Right, +X X-X, D Only 4.665 n/a 0.0 0.9693 0.9693 n/a n/a X-X, +D+S 4.665 n/a 0.0 1.419 1.419 n/a n/a X-X, +D+0.750S 4.665 n/a 0.0 1.306 1.306 n/a n/a X-X, +D+0.60W 4.665 n/a 0.0 0.6718 0.6718 n/a n/a X-X, +D+0.450W 4.665 n/a 0.0 0.7461 0.7461 n/a n/a X-X, +D+0.750S+0.450W 4.665 n/a 0.0 1.083 1.083 n/a n/a X-X, +0.60D+0.60W 4.665 n/a 0.0 0.2840 0.2840 n/a n/a X-X, +D+0.70E 4.665 n/a 0.0 0.8304 0.8304 n/a n/a X-X, +D+0.750S+0.5250E 4.665 n/a 0.0 1.202 1.202 n/a n/a X-X, +0.60D+0.70E 4.665 n/a 0.0 0.4427 0.4427 n/a n/a Z-Z, D Only 4.665 0.4093 n/a n/a n/a 0.9336 1.005 Z-Z, +D+S 4.665 1.789 n/a n/a n/a 1.190 1.647 Z-Z, +D+0.750S 4.665 1.533 n/a n/a n/a 1.126 1.487 Z-Z, +D+0.60W 4.665 -3.945 n/a n/a n/a 0.9102 0.4333 Z-Z, +D+0.450W 4.665 -2.531 n/a n/a n/a 0.9161 0.5762 Z-Z, +D+0.750S+0.450W 4.665 -0.260 n/a n/a n/a 1.109 1.058 Z-Z, +0.60D+0.60W 4.665 -9.888 n/a n/a n/a 0.5368 0.03127 Z-Z, +D+0.70E 4.665 -3.401 n/a n/a n/a 1.085 0.5762 Z-Z, +D+0.750S+0.5250E 4.665 -0.3431 n/a n/a n/a 1.239 1.165 Z-Z, +0.60D+0.70E 4.665 -6.738 n/a n/a n/a 0.7112 0.1742 Overturning Stability Rotation Axis & Load Combination... X-X, D Only X-X, +D+S X-X, +D+0.750S X-X, +D+0.60W X-X, +D+0.450W X-X, +D+0.750S+0.450W X-X, +0.60D+0.60W X-X, +D+0.70E X-X, +D+0.750S+0.5250E X-X, +0.60D+0.70E Z-Z, D Only Z-Z, +D+S MGLUAI / /MIVW Ratio 0.208 0.304 0.280 0.144 0.160 0.232 0.061 0.178 0.258 0.095 0.215 0.353 0.319 0.195 0.196 0.238 0.115 0.233 0.266 0.153 Overturning Moment Resisting Moment Stability Ratio Status None 0.0 k-ft Infinity OK None 0.0 k-ft Infinity OK None 0.0 k-ft Infinity OK None 0.0 k-ft Infinity OK None 0.0 k-ft Infinity OK None 0.0 k-ft Infinity OK None 0.0 k-ft Infinity OK None 0.0 k-ft Infinity OK None 0.0 k-ft Infinity OK None 0.0 k-ft Infinity OK 1.0 k-ft 80.632 k-ft 80.632 OK 6.40 k-ft 118.032 k-ft 18.442 OK Project Title: Engineer: Project ID: Project Descr: General Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: Typical Column Footing - Lateral Check - (Col A2) Overturning Stability Rotation Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Z-Z, +D+0.750S 5.050 k-ft 108.682 k-ft 21.521 OK Z-Z, +D+0.60W 32.430 k-ft 81.632 k-ft 2.517 OK Z-Z, +D+0.450W 24.323 k-ft 81.632 k-ft 3.356 OK Z-Z, +D+0.750S+0.450W 24.323 k-ft 113.732 k-ft 4.676 OK Z-Z, +0.60D+0.60W 32.430 k-ft 48.979 k-ft 1.510 OK Z-Z, +D+0.70E 19.670 k-ft 81.632 k-ft 4.150 OK Z-Z, +D+0.750S+0.5250E 14.753 k-ft 113.732 k-ft 7.709 OK Z-Z, +0.60D+0.70E 19.670 k-ft 48.979 k-ft 2.490 OK Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status X-X, D Only 0.50 k 20.391 k 40.782 OK X-X, +D+S 3.20 k 25.831 k 8.072 OK X-X, +D+0.750S 2.525 k 24.471 k 9.691 OK X-X, +D+0.60W -3.340 k 16.791 k 5.027 OK X-X, +D+0.450W -2.380 k 17.691 k 7.433 OK X-X, +D+0.750S+0.450W -0.3550 k 21.771 k 61.326 OK X-X, +0.60D+0.60W -3.540 k 12.099 k 3.418 OK X-X, +D+0.70E -3.560 k 18.711 k 5.256 OK X-X, +D+0.750S+0.5250E -0.520 k 23.211 k 44.636 OK X-X, +0.60D+0.70E -3.760 k 14.019 k 3.729 OK Z-Z, D Only 0.0 k 20.391 k No Sliding OK Z-Z, +D+S 0.0 k 25.831 k No Sliding OK Z-Z, +D+0.750S 0.0 k 24.471 k No Sliding OK Z-Z, +D+0.60W 0.0 k 16.791 k No Sliding OK Z-Z, +D+0.70E 0.0 k 18.711 k No Sliding OK Z-Z, +D+0.750S+0.5250E 0.0 k 23.211 k No Sliding OK Z-Z, +0.60D+0.70E 0.0 k 14.019 k No Sliding OK Z-Z, +D+0.450W 0.0 k 17.691 k No Sliding OK Z-Z, +D+0.750S+0.450W 0.0 k 21.771 k No Sliding OK Z-Z, +0.60D+0.60W 0.0 k 12.099 k No Sliding OK Footing Flexure Flexure Axis & Load Combination Mu Side Tension As Req'd Gvrn. As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X, +1.40D 0.02542 +Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.40D 0.02542 -Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D 0.02178 +Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D 0.02178 -Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D+0.50S 0.02874 +Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D+0.50S 0.02874 -Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D+0.50W 0.01411 +Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D+0.50W 0.01411 -Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D+1.60S 0.04404 +Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D+1.60S 0.04404 -Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D+1.60S+0.50W 0.03637 +Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D+1.60S+0.50W 0.03637 -Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D+W 0.006443 +Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D+W 0.006443 -Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D+0.50S+W 0.01340 +Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D+0.50S+W 0.01340 -Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +0.90D+W 0.000997 +Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +0.90D+W 0.000997 -Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D+0.20S+E 0.01843 +Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +1.20D+0.20S+E 0.01843 -Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +0.90D+E 0.01020 +Z Bottom 0.5184 AsMin 0.6545 60.437 OK X-X, +0.90D+E 0.01020 -Z Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.40D 0.2180 -X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.40D 0.2438 +X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.20D 0.1868 -X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.20D 0.2090 +X Bottom 0.5184 AsMin 0.6545 60.437 OK Project Title: Engineer: Project ID: Project Descr: General Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: Typical Column Footing - Lateral Check - (Col A2) Footing Flexure Flexure Axis & Load Combination Mu Side Tension As Req'd Gvrn. As Actual As Phi*Mn Status k-ft Surface in12 in12 in12 k-ft Z-Z, +1.20D+0.50S 0.2251 -X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.20D+0.50S 0.2970 +X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.20D+0.50W 0.1761 -X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.20D+0.50W 0.08031 +X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.20D+1.60S 0.3094 -X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.20D+1.60S 0.4907 +X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.20D+1.60S+0.50W 0.2987 -X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.20D+1.60S+0.50W 0.3621 +X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.20D+W 0.1654 -X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.20D+W 0.04834 +X Top 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.20D+0.50S+W 0.2037 -X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.20D+0.50S+W 0.03972 +X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +0.90D+W 0.1197 -X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +0.90D+W 0.09546 +X Top 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.20D+0.20S+E 0.2533 -X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +1.20D+0.20S+E 0.08156 +X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +0.90D+E 0.1913 -X Bottom 0.5184 AsMin 0.6545 60.437 OK Z-Z, +0.90D+E 0.005901 +X Top 0.5184 AsMin 0.6545 60.437 OK One Way Shear Load Combination... Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn Vu / Phi*Vn Status +1.40D 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 94.87 psi 0.00 OK +1.20D 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 94.87 psi 0.00 OK +1.20D+0.50S 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 94.87 psi 0.00 OK +1.20D+0.50W 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 94.87 psi 0.00 OK +1.20D+1.60S 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 94.87 psi 0.00 OK +1.20D+1.60S+0.50W 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 94.87 psi 0.00 OK +1.20D+W 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 94.87 psi 0.00 OK +1.20D+0.50S+W 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 94.87 psi 0.00 OK +0.90D+W 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 94.87 psi 0.00 OK +1.20D+0.20S+E 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 94.87 psi 0.00 OK +0.90D+E 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 94.87 psi 0.00 OK Two -Way "Punching" Shear All units k Load Combination... Vu Phi*Vn Vu / Phi*Vn Status +1.40D 0.00 psi 189.74psi 0 OK +1.20D 0.00 psi 189.74psi 0 OK +1.20D+0.50S 0.00 psi 189.74psi 0 OK +1.20D+0.50W 0.00 psi 189.74psi 0 OK +1.20D+1.60S 0.00 psi 189.74psi 0 OK +1.20D+1.60S+0.50W 0.00 psi 189.74psi 0 OK +1.20D+W 0.00 psi 189.74psi 0 OK +1.20D+0.50S+W 0.00 psi 189.74psi 0 OK +0.90D+W 0.00 psi 189.74psi 0 OK +1.20D+0.20S+E 0.00 psi 189.74psi 0 OK +0.90D+E 0.00 psi 189.74psi 0 OK Combined Footing Design at Wind Bent Frame Combined Footing LIC# : KW-06019120, Build:20.23.08.30 DESCRIPTION: Wind Bent Combined Footing Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Material Properties f'c : Concrete 28 day strength 4.0 ksi fy : Rebar Yield 60.0 ksi Ec : Concrete Elastic Modulus 3,605.0 ksi Concrete Density 150.0 pcf :Phi Values Flexure : 0.90 Shear: 0.750 Soil Information SSF Project File: Glacier.ec6 (c) ENERCALC INC 1983-2023 Analysis/Design Settings Calculate footing weight as dead load ? Yes Calculate Pedestal weight as dead load ? Yes Min Steel % Bending Reinf (based on 'd') Min Allow % Temp Reinf (based on thick) 0.00180 Min. Overturning Safety Factor 1.50: 1 Min. Sliding Safety Factor 1.50: 1 Allowable Soil Bearing 4.665 ksf Soil Bearing Increase Increase Bearing By Footing Weight No Footing base depth below soil surface 3.0 ft Increases based on footing Depth .... Soil Passive Sliding Resistance 450.0 pcf Allowable pressure increase per foot ksf (Uses entry for "Footing base depth below soil surface" for force) when base of footing is below ft Coefficient of Soil/Concrete Friction 0.60 Increases based on footing Width ... Allowable pressure increase per foot ksf when maximum length or width is greater tha ft Maximum Allowed Bearing Pressure 10.0 ksf (A value of zero implies no limit) Adjusted Allowable Soil Bearing 4.665 ksf (Allowable Soil Bearing adjusted for footing weight and depth & width increases as specified by user.) Dimensions & Reinforcing Distance Left of Column #1 = 5.Oft Pedestal dimensions... As Between Columns = 18.Oft Bars left of Col #1 Count Size # Provided Distance Right of Column #2 = 5.Oft Col #1 Col #2 Bottom Bars 5.0 8 3.950 Sq. Dim. 12.0 12.0 in Top Bars 4.0 8 3.160 Total Footing Length = 28.Oft _ Height - 10.0 10.0 in Bars Btwn Cols Footing Width = 5.Oft Bottom Bars 5.0 8 3.950 Footing Thickness = 30.0 in Top Bars 5.0 8 3.950 Bars Right of Col #2 Rebar Center to Concrete Edge @ Top = 1.50 in Bottom Bars 5.0 8 3.950 Rebar Center to Concrete Edge @ Bottom = 3.0 in Top Bars 5.0 8 3.950 Applied Loads Applied @ Left Column D Lr L S W E H Axial Load Downward = 14.10 13.60 -7.90 -28.10 k Moment (+CW) = k-ft Shear (+X) _ -0.50 -2.70 3.0 10.60 k Applied @ Right Column Axial Load Downward = 14.10 13.60 7.90 28.10 k Moment (+CW) = k-ft Shear (+X) = 0.50 2.70 3.0 10.60 k Overburden = As Req'd 3.240 inA2 0.0 inA2 3.240 inA2 3.240 inA2 3.240 inA2 3.240 inA2 5,-0• 1 e'-0• 5'-0" W .546 548 Sala 28' 0" _ Project Title: Engineer: Project ID: Project Descr: Combined Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: Wind Bent Combined Footing DESIGN SUMMARY - . • Factor of Safety Item Applied Capacity Governing Load Combination PASS 1.550 Overturning 502.88 k-ft 779.33 k-ft +0.60D+0.70E PASS 2.627 Sliding 14.840 k 38.986 k +0.60D+0.70E PASS 3.469 Uplift 19.670 k 68.240 k +0.60D+0.70E Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.2563 Soil Bearing 1.196 ksf 4.665 ksf +D-0.70E PASS 0.1086 1-way Shear - Col #1 10.299 psi 94.868 psi +1.20D+1.60S-0.50W PASS 0.1063 1-way Shear - Col #2 10.082 psi 94.868 psi +1.20D+1.60S+0.50W PASS 0.04315 2-way Punching - Col #1 8.188 psi 189.737 psi +1.20D+0.20S-E PASS 0.05867 2-way Punching - Col #2 11.132 psi 189.737 psi +1.20D+0.20S-E PASS 0.05606 Flexure - Left of Col #1 - Top -22.349 k-ft 398.662 k-ft +1.20D+0.20S+E PASS 0.1205 Flexure - Left of Col #1 - Bottom 56.586 k-ft 469.60 k-ft +0.90D-E PASS 0.1896 Flexure - Between Cols - Top -94.088 k-ft 496.262 k-ft +1.20D+1.60S+0.50W PASS 0.05682 Flexure - Between Cols - Bottom 26.681 k-ft 469.60 k-ft +0.90D-E PASS 0.04504 Flexure - Right of Col #2 - Top -22.349 k-ft 496.262 k-ft +1.20D+0.20S-E PASS 0.1205 Flexure - Right of Col #2 - Bottom 56.586 k-ft 469.60 k-ft +0.90D+E Soil Bearing Eccentricity Actual Soil Bearing Stress Actual / Allow Load Combination... Total Bearing from Ftg CL @ Left Edge @ Right Edge Allowable Ratio D Only 80.95 k 0.000 ft 0.58 ksf 0.58 ksf 4.67 ksf 0.124 +D+S 108.15 k 0.000 ft 0.77 ksf 0.77 ksf 4.67 ksf 0.166 +D+0.750S 101.35 k 0.000 ft 0.72 ksf 0.72 ksf 4.67 ksf 0.155 +D+0.60W 80.95 k 1.202 ft 0.43 ksf 0.73 ksf 4.67 ksf 0.156 +D-0.60W 80.95 k -1.202 ft 0.73 ksf 0.43 ksf 4.67 ksf 0.156 +D+0.450W 80.95 k 0.902 ft 0.47 ksf 0.69 ksf 4.67 ksf 0.148 +D-0.450W 80.95 k -0.902 ft 0.69 ksf 0.47 ksf 4.67 ksf 0.148 +D+0.750S+0.450W 101.35 k 0.720 ft 0.61 ksf 0.84 ksf 4.67 ksf 0.179 +D+0.750S-0.45OW 101.35 k -0.720 ft 0.84 ksf 0.61 ksf 4.67 ksf 0.179 +0.60D+0.60W 48.57 k 2.004 ft 0.20 ksf 0.50 ksf 4.67 ksf 0.106 +0.60D-0.60W 48.57 k -2.004 ft 0.50 ksf 0.20 ksf 4.67 ksf 0.106 +D+0.70E 80.95 k 4.985 ft 0.00 ksf 1.20 ksf 4.67 ksf 0.256 +D-0.70E 80.95 k -4.985 ft 1.20 ksf 0.00 ksf 4.67 ksf 0.256 +D+0.750S+0.5250E 101.35 k 2.986 ft 0.26 ksf 1.19 ksf 4.67 ksf 0.254 +D+0.750S-0.5250E 101.35 k -2.986 ft 1.19 ksf 0.26 ksf 4.67 ksf 0.254 +0.60D+0.70E 48.57 k 8.308 ft 0.00 ksf 1.14 ksf 4.67 ksf 0.243 +0.60D-0.70E 48.57 k -8.308 ft 1.14 ksf 0.00 ksf 4.67 ksf 0.243 Overturning Stability Moments about Left Edge k-ft loments about Right Edg k-ft Load Combination... Overturning Resisting Ratio Overturning Resisting Ratio D Only 1.67 1,134.97 680.980 1.67 1,134.97 680.980 +D+S 10.67 1,524.77 142.947 10.67 1,524.77 142.947 +D+0.750S 8.42 1,427.32 169.582 8.42 1,427.32 169.582 +D+0.60W 25.37 1,255.99 49.513 122.69 1,158.67 9.444 +D-0.60W 122.69 1,158.67 9.444 25.37 1,255.99 49.513 +D+0.450W 19.44 1,225.73 63.047 92.43 1,152.74 12.471 +D-0.450 W 92.43 1,152.74 12.471 19.44 1,225.73 63.047 +D+0.750S+0.450W 26.19 1,518.08 57.960 99.18 1,445.09 14.570 +D+0.750S-0.45OW 99.18 1,445.09 14.570 26.19 1,518.08 57.960 +0.60D+0.60W 24.70 802.00 32.470 122.02 704.68 5.775 +0.60D-0.60W 122.02 704.68 5.775 24.70 802.00 32.470 +D+0.70E 100.02 1,636.84 16.366 503.54 1,233.32 2.449 +D-0.70E 503.54 1,233.32 2.449 100.02 1,636.84 16.366 +D+0.750S+0.5250E 82.18 1,803.72 21.949 384.82 1,501.08 3.901 +D+0.750S-0.5250E 384.82 1,501.08 3.901 82.18 1,803.72 21.949 +0.60D+0.70E 99.35 1,182.86 11.906 502.88 779.33 1.550 +0.60D-0.70E 502.88 779.33 1.550 99.35 1,182.86 11.906 Project Title: Engineer: Project ID: Project Descr: Combined Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: Wind Bent Combined Footing Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio D Only 0.00 k 58.41 k 999 +D+S 0.00 k 74.73 k 999 +D+0.750S 0.00 k 70.65 k 999 +D+0.60W 3.60 k 58.41 k 16.226 +D-0.60W -3.60 k 58.41 k 16.226 +D+0.450W 2.70 k 58.41 k 21.635 +D-0.450W -2.70 k 58.41 k 21.635 +D+0.750S+0.450W 2.70 k 70.65 k 26.168 +D+0.750S-0.45OW -2.70 k 70.65 k 26.168 +0.60D+0.60W 3.60 k 38.99 k 10.829 +0.60D-0.60W -3.60 k 38.99 k 10.829 +D+0.70E 14.84 k 58.41 k 3.936 +D-0.70E -14.84 k 58.41 k 3.936 +D+0.750S+0.5250E 11.13 k 70.65 k 6.348 +D+0.750S-0.5250E -11.13 k 70.65 k 6.348 +0.60D+0.70E 14.84 k 38.99 k 2.627 +0.60D-0.70E -14.84 k 38.99 k 2.627 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu / PhiMn (ft-k) (ft) (in A2) (in A2) (ft-k) +0.60D-0.70E 0.000 0.000 0 0.000 0 0.000 0.000 0.000 +0.90D-E 0.015 0.070 Bottom 3.240 Min Temp % 3.950 469.600 0.000 +0.90D-E 0.061 0.140 Bottom 3.240 Min Temp % 3.950 469.600 0.000 +0.90D-E 0.138 0.210 Bottom 3.240 Min Temp % 3.950 469.600 0.000 +0.90D-E 0.245 0.280 Bottom 3.240 Min Temp % 3.950 469.600 0.001 +0.90D-E 0.382 0.350 Bottom 3.240 Min Temp % 3.950 469.600 0.001 +0.90D-E 0.549 0.420 Bottom 3.240 Min Temp % 3.950 469.600 0.001 +0.90D-E 0.747 0.490 Bottom 3.240 Min Temp % 3.950 469.600 0.002 +0.90D-E 0.974 0.560 Bottom 3.240 Min Temp % 3.950 469.600 0.002 +0.90D-E 1.230 0.630 Bottom 3.240 Min Temp % 3.950 469.600 0.003 +0.90D-E 1.516 0.700 Bottom 3.240 Min Temp % 3.950 469.600 0.003 +0.90D-E 1.832 0.770 Bottom 3.240 Min Temp % 3.950 469.600 0.004 +0.90D-E 2.176 0.840 Bottom 3.240 Min Temp % 3.950 469.600 0.005 +0.90D-E 2.550 0.910 Bottom 3.240 Min Temp % 3.950 469.600 0.005 +0.90D-E 2.952 0.980 Bottom 3.240 Min Temp % 3.950 469.600 0.006 +0.90D-E 3.384 1.050 Bottom 3.240 Min Temp % 3.950 469.600 0.007 +0.90D-E 3.843 1.120 Bottom 3.240 Min Temp % 3.950 469.600 0.008 +0.90D-E 4.332 1.190 Bottom 3.240 Min Temp % 3.950 469.600 0.009 +0.90D-E 4.848 1.260 Bottom 3.240 Min Temp % 3.950 469.600 0.010 +0.90D-E 5.393 1.330 Bottom 3.240 Min Temp % 3.950 469.600 0.011 +0.90D-E 5.965 1.400 Bottom 3.240 Min Temp % 3.950 469.600 0.013 +0.90D-E 6.566 1.470 Bottom 3.240 Min Temp % 3.950 469.600 0.014 +0.90D-E 7.194 1.540 Bottom 3.240 Min Temp % 3.950 469.600 0.015 +0.90D-E 7.850 1.610 Bottom 3.240 Min Temp % 3.950 469.600 0.017 +0.90D-E 8.533 1.680 Bottom 3.240 Min Temp % 3.950 469.600 0.018 +0.90D-E 9.243 1.750 Bottom 3.240 Min Temp % 3.950 469.600 0.020 +0.90D-E 9.980 1.820 Bottom 3.240 Min Temp % 3.950 469.600 0.021 +0.90D-E 10.745 1.890 Bottom 3.240 Min Temp % 3.950 469.600 0.023 +0.90D-E 11.536 1.960 Bottom 3.240 Min Temp % 3.950 469.600 0.025 +0.90D-E 12.353 2.030 Bottom 3.240 Min Temp % 3.950 469.600 0.026 +0.90D-E 13.198 2.100 Bottom 3.240 Min Temp % 3.950 469.600 0.028 +0.90D-E 14.068 2.170 Bottom 3.240 Min Temp % 3.950 469.600 0.030 +0.90D-E 14.965 2.240 Bottom 3.240 Min Temp % 3.950 469.600 0.032 +0.90D-E 15.887 2.310 Bottom 3.240 Min Temp % 3.950 469.600 0.034 +0.90D-E 16.836 2.380 Bottom 3.240 Min Temp % 3.950 469.600 0.036 +0.90D-E 17.810 2.450 Bottom 3.240 Min Temp % 3.950 469.600 0.038 +0.90D-E 18.810 2.520 Bottom 3.240 Min Temp % 3.950 469.600 0.040 +0.90D-E 19.836 2.590 Bottom 3.240 Min Temp % 3.950 469.600 0.042 +0.90D-E 20.886 2.660 Bottom 3.240 Min Temp % 3.950 469.600 0.044 +0.90D-E 21.962 2.730 Bottom 3.240 Min Temp % 3.950 469.600 0.047 +0.90D-E 23.063 2.800 Bottom 3.240 Min Temp % 3.950 469.600 0.049 +0.90D-E 24.188 2.870 Bottom 3.240 Min Temp % 3.950 469.600 0.052 +0.90D-E 25.339 2.940 Bottom 3.240 Min Temp % 3.950 469.600 0.054 Combined Footing LIC# : KW-06019120, Build:20.23.08.30 DESCRIPTION: Wind Bent Combined Footing Z-Axis Footing Flexure - Maximum Values for Load Combination Load Combination... +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D-E +0.90D+E +0.90D+E +0.90D+E +0.90D+E +0.90D+E +0.90D+E +0.90D+E +0.90D+E +0.90D+E +0.90D+E +0.90D+E +0.90D+E +1.20D+1.60S-0.50W +1.20D+1.60S-0.50W +1.20D+1.60S-0.50W +1.20D+1.60S-0.50W +1.20D+1.60S-0.50W +1.20D+1.60S-0.50W +1.20D+1.60S-0.50W Project Title: Engineer: Project ID: Project Descr: SSF Project File: Glacier.ec6 (c) ENERCALC INC 1983-2023 Distance Tension Governed Mu from left Side As Req'd by Actual As (ft-k) (ft) (in A2) (in A2) 26.513 3.010 Bottom 3.240 Min Temp % 3.950 27.713 3.080 Bottom 3.240 Min Temp % 3.950 28.936 3.150 Bottom 3.240 Min Temp % 3.950 30.183 3.220 Bottom 3.240 Min Temp % 3.950 31.455 3.290 Bottom 3.240 Min Temp % 3.950 32.750 3.360 Bottom 3.240 Min Temp % 3.950 34.069 3.430 Bottom 3.240 Min Temp % 3.950 35.411 3.500 Bottom 3.240 Min Temp % 3.950 36.777 3.570 Bottom 3.240 Min Temp % 3.950 38.166 3.640 Bottom 3.240 Min Temp % 3.950 39.578 3.710 Bottom 3.240 Min Temp % 3.950 41.012 3.780 Bottom 3.240 Min Temp % 3.950 42.470 3.850 Bottom 3.240 Min Temp % 3.950 43.950 3.920 Bottom 3.240 Min Temp % 3.950 45.453 3.990 Bottom 3.240 Min Temp % 3.950 46.977 4.060 Bottom 3.240 Min Temp % 3.950 48.524 4.130 Bottom 3.240 Min Temp % 3.950 50.093 4.200 Bottom 3.240 Min Temp % 3.950 51.684 4.270 Bottom 3.240 Min Temp % 3.950 53.296 4.340 Bottom 3.240 Min Temp % 3.950 54.930 4.410 Bottom 3.240 Min Temp % 3.950 56.586 4.480 Bottom 3.240 Min Temp % 3.950 58.211 4.550 Bottom 3.240 Min Temp % 3.950 59.666 4.620 Bottom 3.240 Min Temp % 3.950 60.940 4.690 Bottom 3.240 Min Temp % 3.950 62.036 4.760 Bottom 3.240 Min Temp % 3.950 62.951 4.830 Bottom 3.240 Min Temp % 3.950 63.686 4.900 Bottom 3.240 Min Temp % 3.950 64.242 4.970 Bottom 3.240 Min Temp % 3.950 27.784 5.040 Bottom 3.240 Min Temp % 3.950 27.978 5.110 Bottom 3.240 Min Temp % 3.950 27.993 5.180 Bottom 3.240 Min Temp % 3.950 27.826 5.250 Bottom 3.240 Min Temp % 3.950 27.479 5.320 Bottom 3.240 Min Temp % 3.950 26.951 5.390 Bottom 3.240 Min Temp % 3.950 26.241 5.460 Bottom 3.240 Min Temp % 3.950 25.369 5.530 Bottom 3.240 Min Temp % 3.950 24.483 5.600 Bottom 3.240 Min Temp % 3.950 23.616 5.670 Bottom 3.240 Min Temp % 3.950 22.767 5.740 Bottom 3.240 Min Temp % 3.950 21.937 5.810 Bottom 3.240 Min Temp % 3.950 21.126 5.880 Bottom 3.240 Min Temp % 3.950 20.332 5.950 Bottom 3.240 Min Temp % 3.950 19.557 6.020 Bottom 3.240 Min Temp % 3.950 19.214 6.090 Bottom 3.240 Min Temp % 3.950 19.561 6.160 Bottom 3.240 Min Temp % 3.950 19.900 6.230 Bottom 3.240 Min Temp % 3.950 20.231 6.300 Bottom 3.240 Min Temp % 3.950 20.553 6.370 Bottom 3.240 Min Temp % 3.950 20.868 6.440 Bottom 3.240 Min Temp % 3.950 21.174 6.510 Bottom 3.240 Min Temp % 3.950 21.471 6.580 Bottom 3.240 Min Temp % 3.950 21.761 6.650 Bottom 3.240 Min Temp % 3.950 22.042 6.720 Bottom 3.240 Min Temp % 3.950 22.315 6.790 Bottom 3.240 Min Temp % 3.950 22.579 6.860 Bottom 3.240 Min Temp % 3.950 -24.921 6.930 Top 3.240 Min Temp % 3.950 -26.336 7.000 Top 3.240 Min Temp % 3.950 -27.736 7.070 Top 3.240 Min Temp % 3.950 -29.120 7.140 Top 3.240 Min Temp % 3.950 -30.490 7.210 Top 3.240 Min Temp % 3.950 -31.845 7.280 Top 3.240 Min Temp % 3.950 -33.184 7.350 Top 3.240 Min Temp % 3.950 Phi'Mn Mu / PhiMn (ft-k) 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 469.600 496.262 496.262 496.262 496.262 496.262 496.262 496.262 Project Title: Engineer: Project ID: Project Descr: Combined Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: Wind Bent Combined Footing Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu / PhiMn (ft-k) (ft) (in A2) (in A2) (ft-k) +1.20D+1.60S-0.50W -34.509 7.420 Top 3.240 Min Temp % 3.950 496.262 0.070 +1.20D+1.60S-0.50W -35.818 7.490 Top 3.240 Min Temp % 3.950 496.262 0.072 +1.20D+1.60S-0.50W -37.113 7.560 Top 3.240 Min Temp % 3.950 496.262 0.075 +1.20D+1.60S-0.50W -38.393 7.630 Top 3.240 Min Temp % 3.950 496.262 0.077 +1.20D+1.60S-0.50W -39.657 7.700 Top 3.240 Min Temp % 3.950 496.262 0.080 +1.20D+1.60S-0.50W -40.907 7.770 Top 3.240 Min Temp % 3.950 496.262 0.082 +1.20D+1.60S-0.50W -42.141 7.840 Top 3.240 Min Temp % 3.950 496.262 0.085 +1.20D+1.60S-0.50W -43.361 7.910 Top 3.240 Min Temp % 3.950 496.262 0.087 +1.20D+1.60S-0.50W -44.566 7.980 Top 3.240 Min Temp % 3.950 496.262 0.090 +1.20D+1.60S-0.50W -45.756 8.050 Top 3.240 Min Temp % 3.950 496.262 0.092 +1.20D+1.60S-0.50W -46.931 8.120 Top 3.240 Min Temp % 3.950 496.262 0.095 +1.20D+1.60S-0.50W -48.091 8.190 Top 3.240 Min Temp % 3.950 496.262 0.097 +1.20D+1.60S-0.50W -49.237 8.260 Top 3.240 Min Temp % 3.950 496.262 0.099 +1.20D+1.60S-0.50W -50.367 8.330 Top 3.240 Min Temp % 3.950 496.262 0.101 +1.20D+1.60S-0.50W -51.483 8.400 Top 3.240 Min Temp % 3.950 496.262 0.104 +1.20D+1.60S-0.50W -52.584 8.470 Top 3.240 Min Temp % 3.950 496.262 0.106 +1.20D+1.60S-0.50W -53.670 8.540 Top 3.240 Min Temp % 3.950 496.262 0.108 +1.20D+1.60S-0.50W -54.741 8.610 Top 3.240 Min Temp % 3.950 496.262 0.110 +1.20D+1.60S-0.50W -55.798 8.680 Top 3.240 Min Temp % 3.950 496.262 0.112 +1.20D+1.60S-0.50W -56.839 8.750 Top 3.240 Min Temp % 3.950 496.262 0.115 +1.20D+1.60S-0.50W -57.866 8.820 Top 3.240 Min Temp % 3.950 496.262 0.117 +1.20D+1.60S-0.50W -58.879 8.890 Top 3.240 Min Temp % 3.950 496.262 0.119 +1.20D+1.60S-0.50W -59.876 8.960 Top 3.240 Min Temp % 3.950 496.262 0.121 +1.20D+1.60S-0.50W -60.859 9.030 Top 3.240 Min Temp % 3.950 496.262 0.123 +1.20D+1.60S-0.50W -61.828 9.100 Top 3.240 Min Temp % 3.950 496.262 0.125 +1.20D+1.60S-0.50W -62.781 9.170 Top 3.240 Min Temp % 3.950 496.262 0.127 +1.20D+1.60S-0.50W -63.720 9.240 Top 3.240 Min Temp % 3.950 496.262 0.128 +1.20D+1.60S-0.50W -64.645 9.310 Top 3.240 Min Temp % 3.950 496.262 0.130 +1.20D+1.60S-0.50W -65.555 9.380 Top 3.240 Min Temp % 3.950 496.262 0.132 +1.20D+1.60S-0.50W -66.450 9.450 Top 3.240 Min Temp % 3.950 496.262 0.134 +1.20D+1.60S-0.50W -67.330 9.520 Top 3.240 Min Temp % 3.950 496.262 0.136 +1.20D+1.60S-0.50W -68.196 9.590 Top 3.240 Min Temp % 3.950 496.262 0.137 +1.20D+1.60S-0.50W -69.048 9.660 Top 3.240 Min Temp % 3.950 496.262 0.139 +1.20D+1.60S-0.50W -69.885 9.730 Top 3.240 Min Temp % 3.950 496.262 0.141 +1.20D+1.60S-0.50W -70.707 9.800 Top 3.240 Min Temp % 3.950 496.262 0.142 +1.20D+1.60S-0.50W -71.515 9.870 Top 3.240 Min Temp % 3.950 496.262 0.144 +1.20D+1.60S-0.50W -72.309 9.940 Top 3.240 Min Temp % 3.950 496.262 0.146 +1.20D+1.60S-0.50W -73.088 10.010 Top 3.240 Min Temp % 3.950 496.262 0.147 +1.20D+1.60S-0.50W -73.852 10.080 Top 3.240 Min Temp % 3.950 496.262 0.149 +1.20D+1.60S-0.50W -74.602 10.150 Top 3.240 Min Temp % 3.950 496.262 0.150 +1.20D+1.60S-0.50W -75.338 10.220 Top 3.240 Min Temp % 3.950 496.262 0.152 +1.20D+1.60S-0.50W -76.059 10.290 Top 3.240 Min Temp % 3.950 496.262 0.153 +1.20D+1.60S-0.50W -76.766 10.360 Top 3.240 Min Temp % 3.950 496.262 0.155 +1.20D+1.60S-0.50W -77.458 10.430 Top 3.240 Min Temp % 3.950 496.262 0.156 +1.20D+1.60S-0.50W -78.136 10.500 Top 3.240 Min Temp % 3.950 496.262 0.157 +1.20D+1.60S-0.50W -78.800 10.570 Top 3.240 Min Temp % 3.950 496.262 0.159 +1.20D+1.60S-0.50W -79.449 10.640 Top 3.240 Min Temp % 3.950 496.262 0.160 +1.20D+1.60S-0.50W -80.085 10.710 Top 3.240 Min Temp % 3.950 496.262 0.161 +1.20D+1.60S-0.50W -80.705 10.780 Top 3.240 Min Temp % 3.950 496.262 0.163 +1.20D+1.60S-0.50W -81.312 10.850 Top 3.240 Min Temp % 3.950 496.262 0.164 +1.20D+1.60S-0.50W -81.904 10.920 Top 3.240 Min Temp % 3.950 496.262 0.165 +1.20D+1.60S-0.50W -82.482 10.990 Top 3.240 Min Temp % 3.950 496.262 0.166 +1.20D+1.60S-0.50W -83.046 11.060 Top 3.240 Min Temp % 3.950 496.262 0.167 +1.20D+1.60S-0.50W -83.595 11.130 Top 3.240 Min Temp % 3.950 496.262 0.168 +1.20D+1.60S-0.50W -84.130 11.200 Top 3.240 Min Temp % 3.950 496.262 0.170 +1.20D+1.60S-0.50W -84.651 11.270 Top 3.240 Min Temp % 3.950 496.262 0.171 +1.20D+1.60S-0.50W -85.158 11.340 Top 3.240 Min Temp % 3.950 496.262 0.172 +1.20D+1.60S-0.50W -85.651 11.410 Top 3.240 Min Temp % 3.950 496.262 0.173 +1.20D+1.60S-0.50W -86.130 11.480 Top 3.240 Min Temp % 3.950 496.262 0.174 +1.20D+1.60S-0.50W -86.594 11.550 Top 3.240 Min Temp % 3.950 496.262 0.174 +1.20D+1.60S-0.50W -87.044 11.620 Top 3.240 Min Temp % 3.950 496.262 0.175 +1.20D+1.60S-0.50W -87.481 11.690 Top 3.240 Min Temp % 3.950 496.262 0.176 +1.20D+1.60S-0.50W -87.903 11.760 Top 3.240 Min Temp % 3.950 496.262 0.177 Project Title: Engineer: Project ID: Project Descr: Combined Footing LIC# : KW-06019120, Build:20.23.08.30 SSF DESCRIPTION: Wind Bent Combined Footing Z-Axis Footing Flexure - Maximum Values for Load Combination Project File: Glacier.ec6 (c) ENERCALC INC 1983-2023 Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn (ft-k) (ft) (in A2) (in A2) (ft-k) +1.20D+1.60S-0.50W -88.311 11.830 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -88.705 11.900 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -89.085 11.970 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -89.450 12.040 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -89.802 12.110 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -90.140 12.180 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -90.464 12.250 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -90.774 12.320 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -91.070 12.390 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -91.352 12.460 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -91.620 12.530 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -91.874 12.600 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -92.114 12.670 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -92.341 12.740 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -92.553 12.810 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -92.752 12.880 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -92.937 12.950 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -93.108 13.020 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -93.265 13.090 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -93.409 13.160 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -93.538 13.230 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -93.654 13.300 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -93.756 13.370 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -93.845 13.440 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -93.920 13.510 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -93.981 13.580 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -94.028 13.650 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -94.062 13.720 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -94.082 13.790 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -94.088 13.860 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S-0.50W -94.081 13.930 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -94.060 14.000 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -94.081 14.070 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -94.088 14.140 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -94.082 14.210 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -94.062 14.280 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -94.028 14.350 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -93.981 14.420 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -93.920 14.490 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -93.845 14.560 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -93.756 14.630 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -93.654 14.700 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -93.538 14.770 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -93.409 14.840 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -93.265 14.910 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -93.108 14.980 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -92.937 15.050 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -92.752 15.120 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -92.553 15.190 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -92.341 15.260 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -92.114 15.330 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -91.874 15.400 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -91.620 15.470 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -91.352 15.540 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -91.070 15.610 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -90.774 15.680 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -90.464 15.750 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -90.140 15.820 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -89.802 15.890 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -89.450 15.960 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -89.085 16.030 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -88.705 16.100 Top 3.240 Min Temp % 3.950 496.262 +1.20D+1.60S+0.50W -88.311 16.170 Top 3.240 Min Temp % 3.950 496.262 Mu / PhiMn Project Title: Engineer: Project ID: Project Descr: Combined Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: Wind Bent Combined Footing Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu / PhiMn (ft-k) (ft) (in A2) (in A2) (ft-k) +1.20D+1.60S+0.50W -87.903 16.240 Top 3.240 Min Temp % 3.950 496.262 0.177 +1.20D+1.60S+0.50W -87.481 16.310 Top 3.240 Min Temp % 3.950 496.262 0.176 +1.20D+1.60S+0.50W -87.044 16.380 Top 3.240 Min Temp % 3.950 496.262 0.175 +1.20D+1.60S+0.50W -86.594 16.450 Top 3.240 Min Temp % 3.950 496.262 0.174 +1.20D+1.60S+0.50W -86.130 16.520 Top 3.240 Min Temp % 3.950 496.262 0.174 +1.20D+1.60S+0.50W -85.651 16.590 Top 3.240 Min Temp % 3.950 496.262 0.173 +1.20D+1.60S+0.50W -85.158 16.660 Top 3.240 Min Temp % 3.950 496.262 0.172 +1.20D+1.60S+0.50W -84.651 16.730 Top 3.240 Min Temp % 3.950 496.262 0.171 +1.20D+1.60S+0.50W -84.130 16.800 Top 3.240 Min Temp % 3.950 496.262 0.170 +1.20D+1.60S+0.50W -83.595 16.870 Top 3.240 Min Temp % 3.950 496.262 0.168 +1.20D+1.60S+0.50W -83.046 16.940 Top 3.240 Min Temp % 3.950 496.262 0.167 +1.20D+1.60S+0.50W -82.482 17.010 Top 3.240 Min Temp % 3.950 496.262 0.166 +1.20D+1.60S+0.50W -81.904 17.080 Top 3.240 Min Temp % 3.950 496.262 0.165 +1.20D+1.60S+0.50W -81.312 17.150 Top 3.240 Min Temp % 3.950 496.262 0.164 +1.20D+1.60S+0.50W -80.705 17.220 Top 3.240 Min Temp % 3.950 496.262 0.163 +1.20D+1.60S+0.50W -80.085 17.290 Top 3.240 Min Temp % 3.950 496.262 0.161 +1.20D+1.60S+0.50W -79.449 17.360 Top 3.240 Min Temp % 3.950 496.262 0.160 +1.20D+1.60S+0.50W -78.800 17.430 Top 3.240 Min Temp % 3.950 496.262 0.159 +1.20D+1.60S+0.50W -78.136 17.500 Top 3.240 Min Temp % 3.950 496.262 0.157 +1.20D+1.60S+0.50W -77.458 17.570 Top 3.240 Min Temp % 3.950 496.262 0.156 +1.20D+1.60S+0.50W -76.766 17.640 Top 3.240 Min Temp % 3.950 496.262 0.155 +1.20D+1.60S+0.50W -76.059 17.710 Top 3.240 Min Temp % 3.950 496.262 0.153 +1.20D+1.60S+0.50W -75.338 17.780 Top 3.240 Min Temp % 3.950 496.262 0.152 +1.20D+1.60S+0.50W -74.602 17.850 Top 3.240 Min Temp % 3.950 496.262 0.150 +1.20D+1.60S+0.50W -73.852 17.920 Top 3.240 Min Temp % 3.950 496.262 0.149 +1.20D+1.60S+0.50W -73.088 17.990 Top 3.240 Min Temp % 3.950 496.262 0.147 +1.20D+1.60S+0.50W -72.309 18.060 Top 3.240 Min Temp % 3.950 496.262 0.146 +1.20D+1.60S+0.50W -71.515 18.130 Top 3.240 Min Temp % 3.950 496.262 0.144 +1.20D+1.60S+0.50W -70.707 18.200 Top 3.240 Min Temp % 3.950 496.262 0.142 +1.20D+1.60S+0.50W -69.885 18.270 Top 3.240 Min Temp % 3.950 496.262 0.141 +1.20D+1.60S+0.50W -69.048 18.340 Top 3.240 Min Temp % 3.950 496.262 0.139 +1.20D+1.60S+0.50W -68.196 18.410 Top 3.240 Min Temp % 3.950 496.262 0.137 +1.20D+1.60S+0.50W -67.330 18.480 Top 3.240 Min Temp % 3.950 496.262 0.136 +1.20D+1.60S+0.50W -66.450 18.550 Top 3.240 Min Temp % 3.950 496.262 0.134 +1.20D+1.60S+0.50W -65.555 18.620 Top 3.240 Min Temp % 3.950 496.262 0.132 +1.20D+1.60S+0.50W -64.645 18.690 Top 3.240 Min Temp % 3.950 496.262 0.130 +1.20D+1.60S+0.50W -63.720 18.760 Top 3.240 Min Temp % 3.950 496.262 0.128 +1.20D+1.60S+0.50W -62.781 18.830 Top 3.240 Min Temp % 3.950 496.262 0.127 +1.20D+1.60S+0.50W -61.828 18.900 Top 3.240 Min Temp % 3.950 496.262 0.125 +1.20D+1.60S+0.50W -60.859 18.970 Top 3.240 Min Temp % 3.950 496.262 0.123 +1.20D+1.60S+0.50W -59.876 19.040 Top 3.240 Min Temp % 3.950 496.262 0.121 +1.20D+1.60S+0.50W -58.879 19.110 Top 3.240 Min Temp % 3.950 496.262 0.119 +1.20D+1.60S+0.50W -57.866 19.180 Top 3.240 Min Temp % 3.950 496.262 0.117 +1.20D+1.60S+0.50W -56.839 19.250 Top 3.240 Min Temp % 3.950 496.262 0.115 +1.20D+1.60S+0.50W -55.798 19.320 Top 3.240 Min Temp % 3.950 496.262 0.112 +1.20D+1.60S+0.50W -54.741 19.390 Top 3.240 Min Temp % 3.950 496.262 0.110 +1.20D+1.60S+0.50W -53.670 19.460 Top 3.240 Min Temp % 3.950 496.262 0.108 +1.20D+1.60S+0.50W -52.584 19.530 Top 3.240 Min Temp % 3.950 496.262 0.106 +1.20D+1.60S+0.50W -51.483 19.600 Top 3.240 Min Temp % 3.950 496.262 0.104 +1.20D+1.60S+0.50W -50.367 19.670 Top 3.240 Min Temp % 3.950 496.262 0.101 +1.20D+1.60S+0.50W -49.237 19.740 Top 3.240 Min Temp % 3.950 496.262 0.099 +1.20D+1.60S+0.50W -48.091 19.810 Top 3.240 Min Temp % 3.950 496.262 0.097 +1.20D+1.60S+0.50W -46.931 19.880 Top 3.240 Min Temp % 3.950 496.262 0.095 +1.20D+1.60S+0.50W -45.756 19.950 Top 3.240 Min Temp % 3.950 496.262 0.092 +1.20D+1.60S+0.50W -44.566 20.020 Top 3.240 Min Temp % 3.950 496.262 0.090 +1.20D+1.60S+0.50W -43.361 20.090 Top 3.240 Min Temp % 3.950 496.262 0.087 +1.20D+1.60S+0.50W -42.141 20.160 Top 3.240 Min Temp % 3.950 496.262 0.085 +1.20D+1.60S+0.50W -40.907 20.230 Top 3.240 Min Temp % 3.950 496.262 0.082 +1.20D+1.60S+0.50W -39.657 20.300 Top 3.240 Min Temp % 3.950 496.262 0.080 +1.20D+1.60S+0.50W -38.393 20.370 Top 3.240 Min Temp % 3.950 496.262 0.077 +1.20D+1.60S+0.50W -37.113 20.440 Top 3.240 Min Temp % 3.950 496.262 0.075 +1.20D+1.60S+0.50W -35.818 20.510 Top 3.240 Min Temp % 3.950 496.262 0.072 +1.20D+1.60S+0.50W -34.509 20.580 Top 3.240 Min Temp % 3.950 496.262 0.070 Project Title: Engineer: Project ID: Project Descr: Combined Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: Wind Bent Combined Footing Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu / PhiMn (ft-k) (ft) (in A2) (in A2) (ft-k) +1.20D+1.60S+0.50W -33.184 20.650 Top 3.240 Min Temp % 3.950 496.262 0.067 +1.20D+1.60S+0.50W -31.845 20.720 Top 3.240 Min Temp % 3.950 496.262 0.064 +1.20D+1.60S+0.50W -30.490 20.790 Top 3.240 Min Temp % 3.950 496.262 0.061 +1.20D+1.60S+0.50W -29.120 20.860 Top 3.240 Min Temp % 3.950 496.262 0.059 +1.20D+1.60S+0.50W -27.736 20.930 Top 3.240 Min Temp % 3.950 496.262 0.056 +1.20D+1.60S+0.50W -26.336 21.000 Top 3.240 Min Temp % 3.950 496.262 0.053 +1.20D+1.60S+0.50W -24.921 21.070 Top 3.240 Min Temp % 3.950 496.262 0.050 +0.90D-E 22.579 21.140 Bottom 3.240 Min Temp % 3.950 469.600 0.048 +0.90D-E 22.315 21.210 Bottom 3.240 Min Temp % 3.950 469.600 0.048 +0.90D-E 22.042 21.280 Bottom 3.240 Min Temp % 3.950 469.600 0.047 +0.90D-E 21.761 21.350 Bottom 3.240 Min Temp % 3.950 469.600 0.046 +0.90D-E 21.471 21.420 Bottom 3.240 Min Temp % 3.950 469.600 0.046 +0.90D-E 21.174 21.490 Bottom 3.240 Min Temp % 3.950 469.600 0.045 +0.90D-E 20.868 21.560 Bottom 3.240 Min Temp % 3.950 469.600 0.044 +0.90D-E 20.553 21.630 Bottom 3.240 Min Temp % 3.950 469.600 0.044 +0.90D-E 20.231 21.700 Bottom 3.240 Min Temp % 3.950 469.600 0.043 +0.90D-E 19.900 21.770 Bottom 3.240 Min Temp % 3.950 469.600 0.042 +0.90D-E 19.561 21.840 Bottom 3.240 Min Temp % 3.950 469.600 0.042 +0.90D-E 19.214 21.910 Bottom 3.240 Min Temp % 3.950 469.600 0.041 +0.90D+E 19.557 21.980 Bottom 3.240 Min Temp % 3.950 469.600 0.042 +0.90D+E 20.332 22.050 Bottom 3.240 Min Temp % 3.950 469.600 0.043 +0.90D+E 21.126 22.120 Bottom 3.240 Min Temp % 3.950 469.600 0.045 +0.90D+E 21.937 22.190 Bottom 3.240 Min Temp % 3.950 469.600 0.047 +0.90D+E 22.767 22.260 Bottom 3.240 Min Temp % 3.950 469.600 0.048 +0.90D+E 23.616 22.330 Bottom 3.240 Min Temp % 3.950 469.600 0.050 +0.90D+E 24.483 22.400 Bottom 3.240 Min Temp % 3.950 469.600 0.052 +0.90D+E 25.369 22.470 Bottom 3.240 Min Temp % 3.950 469.600 0.054 +0.90D+E 26.241 22.540 Bottom 3.240 Min Temp % 3.950 469.600 0.056 +0.90D+E 26.951 22.610 Bottom 3.240 Min Temp % 3.950 469.600 0.057 +0.90D+E 27.479 22.680 Bottom 3.240 Min Temp % 3.950 469.600 0.059 +0.90D+E 27.826 22.750 Bottom 3.240 Min Temp % 3.950 469.600 0.059 +0.90D+E 27.993 22.820 Bottom 3.240 Min Temp % 3.950 469.600 0.060 +0.90D+E 27.978 22.890 Bottom 3.240 Min Temp % 3.950 469.600 0.060 +0.90D+E 27.784 22.960 Bottom 3.240 Min Temp % 3.950 469.600 0.059 +0.90D+E 64.242 23.030 Bottom 3.240 Min Temp % 3.950 469.600 0.137 +0.90D+E 63.686 23.100 Bottom 3.240 Min Temp % 3.950 469.600 0.136 +0.90D+E 62.951 23.170 Bottom 3.240 Min Temp % 3.950 469.600 0.134 +0.90D+E 62.036 23.240 Bottom 3.240 Min Temp % 3.950 469.600 0.132 +0.90D+E 60.940 23.310 Bottom 3.240 Min Temp % 3.950 469.600 0.130 +0.90D+E 59.666 23.380 Bottom 3.240 Min Temp % 3.950 469.600 0.127 +0.90D+E 58.211 23.450 Bottom 3.240 Min Temp % 3.950 469.600 0.124 +0.90D+E 56.586 23.520 Bottom 3.240 Min Temp % 3.950 469.600 0.120 +0.90D+E 54.930 23.590 Bottom 3.240 Min Temp % 3.950 469.600 0.117 +0.90D+E 53.296 23.660 Bottom 3.240 Min Temp % 3.950 469.600 0.113 +0.90D+E 51.684 23.730 Bottom 3.240 Min Temp % 3.950 469.600 0.110 +0.90D+E 50.093 23.800 Bottom 3.240 Min Temp % 3.950 469.600 0.107 +0.90D+E 48.524 23.870 Bottom 3.240 Min Temp % 3.950 469.600 0.103 +0.90D+E 46.977 23.940 Bottom 3.240 Min Temp % 3.950 469.600 0.100 +0.90D+E 45.453 24.010 Bottom 3.240 Min Temp % 3.950 469.600 0.097 +0.90D+E 43.950 24.080 Bottom 3.240 Min Temp % 3.950 469.600 0.094 +0.90D+E 42.470 24.150 Bottom 3.240 Min Temp % 3.950 469.600 0.090 +0.90D+E 41.012 24.220 Bottom 3.240 Min Temp % 3.950 469.600 0.087 +0.90D+E 39.578 24.290 Bottom 3.240 Min Temp % 3.950 469.600 0.084 +0.90D+E 38.166 24.360 Bottom 3.240 Min Temp % 3.950 469.600 0.081 +0.90D+E 36.777 24.430 Bottom 3.240 Min Temp % 3.950 469.600 0.078 +0.90D+E 35.411 24.500 Bottom 3.240 Min Temp % 3.950 469.600 0.075 +0.90D+E 34.069 24.570 Bottom 3.240 Min Temp % 3.950 469.600 0.073 +0.90D+E 32.750 24.640 Bottom 3.240 Min Temp % 3.950 469.600 0.070 +0.90D+E 31.455 24.710 Bottom 3.240 Min Temp % 3.950 469.600 0.067 +0.90D+E 30.183 24.780 Bottom 3.240 Min Temp % 3.950 469.600 0.064 +0.90D+E 28.936 24.850 Bottom 3.240 Min Temp % 3.950 469.600 0.062 +0.90D+E 27.713 24.920 Bottom 3.240 Min Temp % 3.950 469.600 0.059 +0.90D+E 26.513 24.990 Bottom 3.240 Min Temp % 3.950 469.600 0.056 Project Title: Engineer: Project ID: Project Descr: Combined Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: Wind Bent Combined Footing Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu / PhiMn (ft-k) (ft) (in A2) (in A2) (ft-k) +0.90D+E 25.339 25.060 Bottom 3.240 Min Temp % 3.950 469.600 0.054 +0.90D+E 24.188 25.130 Bottom 3.240 Min Temp % 3.950 469.600 0.052 +0.90D+E 23.063 25.200 Bottom 3.240 Min Temp % 3.950 469.600 0.049 +0.90D+E 21.962 25.270 Bottom 3.240 Min Temp % 3.950 469.600 0.047 +0.90D+E 20.886 25.340 Bottom 3.240 Min Temp % 3.950 469.600 0.044 +0.90D+E 19.836 25.410 Bottom 3.240 Min Temp % 3.950 469.600 0.042 +0.90D+E 18.810 25.480 Bottom 3.240 Min Temp % 3.950 469.600 0.040 +0.90D+E 17.810 25.550 Bottom 3.240 Min Temp % 3.950 469.600 0.038 +0.90D+E 16.836 25.620 Bottom 3.240 Min Temp % 3.950 469.600 0.036 +0.90D+E 15.887 25.690 Bottom 3.240 Min Temp % 3.950 469.600 0.034 +0.90D+E 14.965 25.760 Bottom 3.240 Min Temp % 3.950 469.600 0.032 +0.90D+E 14.068 25.830 Bottom 3.240 Min Temp % 3.950 469.600 0.030 +0.90D+E 13.198 25.900 Bottom 3.240 Min Temp % 3.950 469.600 0.028 +0.90D+E 12.353 25.970 Bottom 3.240 Min Temp % 3.950 469.600 0.026 +0.90D+E 11.536 26.040 Bottom 3.240 Min Temp % 3.950 469.600 0.025 +0.90D+E 10.745 26.110 Bottom 3.240 Min Temp % 3.950 469.600 0.023 +0.90D+E 9.980 26.180 Bottom 3.240 Min Temp % 3.950 469.600 0.021 +0.90D+E 9.243 26.250 Bottom 3.240 Min Temp % 3.950 469.600 0.020 +0.90D+E 8.533 26.320 Bottom 3.240 Min Temp % 3.950 469.600 0.018 +0.90D+E 7.850 26.390 Bottom 3.240 Min Temp % 3.950 469.600 0.017 +0.90D+E 7.194 26.460 Bottom 3.240 Min Temp % 3.950 469.600 0.015 +0.90D+E 6.566 26.530 Bottom 3.240 Min Temp % 3.950 469.600 0.014 +0.90D+E 5.965 26.600 Bottom 3.240 Min Temp % 3.950 469.600 0.013 +0.90D+E 5.393 26.670 Bottom 3.240 Min Temp % 3.950 469.600 0.011 +0.90D+E 4.848 26.740 Bottom 3.240 Min Temp % 3.950 469.600 0.010 +0.90D+E 4.332 26.810 Bottom 3.240 Min Temp % 3.950 469.600 0.009 +0.90D+E 3.843 26.880 Bottom 3.240 Min Temp % 3.950 469.600 0.008 +0.90D+E 3.384 26.950 Bottom 3.240 Min Temp % 3.950 469.600 0.007 +0.90D+E 2.952 27.020 Bottom 3.240 Min Temp % 3.950 469.600 0.006 +0.90D+E 2.550 27.090 Bottom 3.240 Min Temp % 3.950 469.600 0.005 +0.90D+E 2.176 27.160 Bottom 3.240 Min Temp % 3.950 469.600 0.005 +0.90D+E 1.832 27.230 Bottom 3.240 Min Temp % 3.950 469.600 0.004 +0.90D+E 1.516 27.300 Bottom 3.240 Min Temp % 3.950 469.600 0.003 +0.90D+E 1.230 27.370 Bottom 3.240 Min Temp % 3.950 469.600 0.003 +0.90D+E 0.974 27.440 Bottom 3.240 Min Temp % 3.950 469.600 0.002 +0.90D+E 0.747 27.510 Bottom 3.240 Min Temp % 3.950 469.600 0.002 +0.90D+E 0.549 27.580 Bottom 3.240 Min Temp % 3.950 469.600 0.001 +0.90D+E 0.382 27.650 Bottom 3.240 Min Temp % 3.950 469.600 0.001 +0.90D+E 0.245 27.720 Bottom 3.240 Min Temp % 3.950 469.600 0.001 +0.90D+E 0.138 27.790 Bottom 3.240 Min Temp % 3.950 469.600 0.000 +0.90D+E 0.061 27.860 Bottom 3.240 Min Temp % 3.950 469.600 0.000 +0.90D+E 0.015 27.930 Bottom 3.240 Min Temp % 3.950 469.600 0.000 +0.90D+E 0.000 28.000 0 0.000 0 0.000 0.000 0.000 One Way Shear Punching Shear Load Combination... Phi Vn vu @ Col #1 vu @ Col #2 Phi Vn vu @ Col #1 vu @ Col #2 +1.40D 94.87 psi 5.18 psi 5.01 psi 189.74 psi 3.57psi 3.57 psi +1.20D 94.87 psi 4.44 psi 4.30 psi 189.74 psi 3.06psi 3.06 psi +1.20D+0.50S 94.87 psi 6.19 psi 6.03 psi 189.74 psi 4.29psi 4.29 psi +1.20D+0.50W 94.87 psi 4.18 psi 4.55 psi 189.74 psi 2.40psi 2.00 psi +1.20D-0.50W 94.87 psi 4.70 psi 4.05 psi 189.74 psi 3.71 psi 4.12 psi +1.20D+1.60S 94.87 psi 10.04 psi 9.83 psi 189.74 psi 6.99psi 6.99 psi +1.20D+1.60S+0.50W 94.87 psi 9.78 psi 10.08 psi 189.74 psi 6.33psi 5.93 psi +1.20D+1.60S-0.50W 94.87 psi 10.30 psi 9.58 psi 189.74 psi 7.64psi 8.04 psi +1.20D+W 94.87 psi 3.92 psi 4.80 psi 189.74 psi 1.75psi 0.95psi +1.20D-W 94.87 psi 4.96 psi 3.80 psi 189.74 psi 4.37psi 5.17 psi +1.20D+0.50S+W 94.87 psi 5.67 psi 6.53 psi 189.74 psi 2.98psi 2.17 psi +1.20D+0.50S-W 94.87 psi 6.71 psi 5.53 psi 189.74 psi 5.60psi 6.40psi +0.90D+W 94.87 psi 2.81 psi 3.72 psi 189.74 psi 0.98psi 0.18psi +0.90D-W 94.87 psi 3.85 psi 2.72 psi 189.74 psi 3.60psi 4.41 psi Project Title: Engineer: Project ID: Project Descr: Combined Footing 1 Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: Wind Bent Combined Footing One Way Shear Punching Shear Load Combination... Phi Vn vu @ Col #1 vu @ Col #2 Phi Vn vu @ Col #1 vu @ Col #2 +1.20D+0.20S+E 94.87 psi 3.15 psi 6.81 psi 189.74 psi 1.04psi 3.98 psi +1.20D+0.20S-E 94.87 psi 6.81 psi 3.08 psi 189.74 psi 8.19psi 11.13psi +0.90D+E 94.87 psi 2.10 psi 7.14 psi 189.74 psi 2.48 psi 5.40 psi +0.90D-E 94.87 psi 7.14 psi 2.10 psi 189.74 psi 6.77 psi 9.69 psi Combined Footing Desiqn at X- Braced Frame Combined Footing LIC# : KW-06019120, Build:20.23.08.30 DESCRIPTION: X-Bracing Combined Footing Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Material Properties f'c : Concrete 28 day strength 4.0 ksi fy : Rebar Yield 60.0 ksi Ec : Concrete Elastic Modulus 3,605.0 ksi Concrete Density 150.0 pcf :Phi Values Flexure : 0.90 Shear: 0.750 Soil Information SSF Project File: Glacier.ec6 (c) ENERCALC INC 1983-2023 Analysis/Design Settings Calculate footing weight as dead load ? Yes Calculate Pedestal weight as dead load ? Yes Min Steel % Bending Reinf (based on 'd') Min Allow % Temp Reinf (based on thick) 0.00180 Min. Overturning Safety Factor 1.50: 1 Min. Sliding Safety Factor 1.0: 1 Allowable Soil Bearing 4.665 ksf Soil Bearing Increase Increase Bearing By Footing Weight No Footing base depth below soil surface 3.50 ft Increases based on footing Depth .... Soil Passive Sliding Resistance 450.0 pcf Allowable pressure increase per foot ksf (Uses entry for "Footing base depth below soil surface" for force) when base of footing is below ft Coefficient of Soil/Concrete Friction 0.60 Increases based on footing Width ... Allowable pressure increase per foot ksf when maximum length or width is greater tha ft Maximum Allowed Bearing Pressure 10.0 ksf (A value of zero implies no limit) Adjusted Allowable Soil Bearing 4.665 ksf (Allowable Soil Bearing adjusted for footing weight and depth & width increases as specified by user.) Dimensions & Reinforcing Distance Left of Column #1 = Between Columns = Distance Right of Column #2 = Total Footing Length = Footing Width = Footing Thickness = Rebar Center to Concrete Edge @ Top Rebar Center to Concrete Edge @ Bottom Applied Loads Applied @ Left Column D Axial Load Downward = Moment (+CW) _ Shear (+X) _ Applied @ Right Column Axial Load Downward = Moment (+CW) _ Shear(+X) _ Overburden = 6.Oft Pedestal dimensions... 20.Oft 6.0 ft Col #1 Sq. Dim. = 12.0 32.Oft Height = 10.0 5.50 ft 30.0 in = 1.50 in = 3.0 in As Bars left of Col #1 Count Size # Provided Col #2 Bottom Bars 6.0 7 3.60 12.0 in Top Bars 6.0 7 3.60 10.0 in Bars Btwn Cols Bottom Bars 6.0 7 3.60 Top Bars 6.0 7 3.60 Bars Right of Col #2 Bottom Bars 6.0 7 3.60 Top Bars 6.0 7 3.60 Lr L S W E 9.50 10.20 -13.10 -27.30 -0.50 -2.70 4.70 25.20 9.50 10.20 13.10 27.30 0.50 2.70 4.70 25.20 H k k-ft k k k-ft k As Req'd 3.564 inA2 0.0 inA2 3.564 inA2 3.564 inA2 3.564 inA2 3.564 inA2 6-0" 20'-0" 6'-0" L 647 647 647 - 32'-0" Project Title: Engineer: Project ID: Project Descr: Combined Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: X-Bracing Combined Footing DESIGN SUMMARY - . • Factor of Safety Item Applied Capacity Governing Load Combination PASS 1.518 Overturning 615.46 k-ft 934.06 k-ft +0.60D+0.70E PASS 1.265 Sliding 35.280 k 44.612 k +0.60D+0.70E PASS 3.677 Uplift 19.110 k 70.260 k +0.60D+0.70E Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.2182 Soil Bearing 1.018 ksf 4.665 ksf +D-0.70E PASS 0.09071 1-way Shear - Col #1 8.606 psi 94.868 psi +0.90D-E PASS 0.09071 1-way Shear - Col #2 8.606 psi 94.868 psi +0.90D+E PASS 0.03858 2-way Punching - Col #1 7.319 psi 189.737 psi +1.20D+0.20S-E PASS 0.05134 2-way Punching - Col #2 9.741 psi 189.737 psi +1.20D+0.20S-E PASS 0.08046 Flexure - Left of Col #1 - Top -36.521 k-ft 453.903 k-ft +1.20D+0.20S+E PASS 0.1755 Flexure - Left of Col #1 - Bottom 75.388 k-ft 429.603 k-ft +0.90D-E PASS 0.1590 Flexure - Between Cols - Top -72.170 k-ft 453.903 k-ft +1.20D+1.60S+0.50W PASS 0.1495 Flexure - Between Cols - Bottom 64.236 k-ft 429.603 k-ft +0.90D+E PASS 0.08046 Flexure - Right of Col #2 - Top -36.521 k-ft 453.903 k-ft +1.20D+0.20S-E PASS 0.1755 Flexure - Right of Col #2 - Bottom 75.388 k-ft 429.603 k-ft +0.90D+E Soil Bearing Eccentricity Actual Soil Bearing Stress Actual / Allow Load Combination... Total Bearing from Ftg CL @ Left Edge @ Right Edge Allowable Ratio D Only 85.25 k 0.000 ft 0.48 ksf 0.48 ksf 4.67 ksf 0.104 +D+S 105.65 k 0.000 ft 0.60 ksf 0.60 ksf 4.67 ksf 0.129 +D+0.750S 100.55 k 0.000 ft 0.57 ksf 0.57 ksf 4.67 ksf 0.122 +D+0.60W 85.25 k 2.065 ft 0.30 ksf 0.67 ksf 4.67 ksf 0.144 +D-0.60W 85.25 k -2.065 ft 0.67 ksf 0.30 ksf 4.67 ksf 0.144 +D+0.450W 85.25 k 1.548 ft 0.34 ksf 0.62 ksf 4.67 ksf 0.134 +D-0.450W 85.25 k -1.548 ft 0.62 ksf 0.34 ksf 4.67 ksf 0.134 +D+0.750S+0.450W 100.55 k 1.313 ft 0.43 ksf 0.71 ksf 4.67 ksf 0.153 +D+0.750S-0.45OW 100.55 k -1.313 ft 0.71 ksf 0.43 ksf 4.67 ksf 0.153 +0.60D+0.60W 51.15 k 3.441 ft 0.10 ksf 0.48 ksf 4.67 ksf 0.102 +0.60D-0.60W 51.15 k -3.441 ft 0.48 ksf 0.10 ksf 4.67 ksf 0.102 +D+0.70E 85.25 k 5.863 ft 0.00 ksf 1.02 ksf 4.67 ksf 0.218 +D-0.70E 85.25 k -5.863 ft 1.02 ksf 0.00 ksf 4.67 ksf 0.218 +D+0.750S+0.5250E 100.55 k 3.728 ft 0.17 ksf 0.97 ksf 4.67 ksf 0.208 +D+0.750S-0.5250E 100.55 k -3.728 ft 0.97 ksf 0.17 ksf 4.67 ksf 0.208 +0.60D+0.70E 51.15 k 9.771 ft 0.00 ksf 0.99 ksf 4.67 ksf 0.213 +0.60D-0.70E 51.15 k -9.771 ft 0.99 ksf 0.00 ksf 4.67 ksf 0.213 Overturning Stability Moments about Left Edge k-ft loments about Right Edg k-ft Load Combination... Overturning Resisting Ratio Overturning Resisting Ratio D Only 1.67 1,365.67 819.400 1.67 1,365.67 819.400 +D+S 10.67 1,701.07 159.475 10.67 1,701.07 159.475 +D+0.750S 8.42 1,617.22 192.145 8.42 1,617.22 192.145 +D+0.60W 48.83 1,588.83 32.540 224.83 1,412.83 6.284 +D-0.60W 224.83 1,412.83 6.284 48.83 1,588.83 32.540 +D+0.450W 37.04 1,533.04 41.392 169.04 1,401.04 8.288 +D-0.450W 169.04 1,401.04 8.288 37.04 1,533.04 41.392 +D+0.750S+0.450W 43.79 1,784.59 40.756 175.79 1,652.59 9.401 +D+0.750S-0.45OW 175.79 1,652.59 9.401 43.79 1,784.59 40.756 +0.60D+0.60W 48.16 1,042.56 21.648 224.16 866.56 3.866 +0.60D-0.60W 224.16 866.56 3.866 48.16 1,042.56 21.648 +D+0.70E 116.33 1,980.13 17.022 616.13 1,480.33 2.403 +D-0.70E 616.13 1,480.33 2.403 116.33 1,980.13 17.022 +D+0.750S+0.5250E 94.41 2,078.06 22.011 469.26 1,703.21 3.630 +D+0.750S-0.5250E 469.26 1,703.21 3.630 94.41 2,078.06 22.011 +0.60D+0.70E 115.66 1,433.86 12.397 615.46 934.06 1.518 +0.60D-0.70E 615.46 934.06 1.518 115.66 1,433.86 12.397 Project Title: Engineer: Project ID: Project Descr: Combined Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: X-Bracing Combined Footing Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio D Only 0.00 k 65.07 k 999 +D+S 0.00 k 77.31 k 999 +D+0.750S 0.00 k 74.25 k 999 +D+0.60W 5.64 k 65.07 k 11.538 +D-0.60W -5.64 k 65.07 k 11.538 +D+0.450W 4.23 k 65.07 k 15.383 +D-0.450W -4.23 k 65.07 k 15.383 +D+0.750S+0.450W 4.23 k 74.25 k 17.554 +D+0.750S-0.45OW -4.23 k 74.25 k 17.554 +0.60D+0.60W 5.64 k 44.61 k 7.91 +0.60D-0.60W -5.64 k 44.61 k 7.91 +D+0.70E 35.28 k 65.07 k 1.844 +D-0.70E -35.28 k 65.07 k 1.844 +D+0.750S+0.5250E 26.46 k 74.25 k 2.806 +D+0.750S-0.5250E -26.46 k 74.25 k 2.806 +0.60D+0.70E 35.28 k 44.61 k 1.265 +0.60D-0.70E -35.28 k 44.61 k 1.265 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu / PhiMn (ft-k) (ft) (in A2) (in A2) (ft-k) +0.60D-0.70E 0.000 0.000 0 0.000 0 0.000 0.000 0.000 +0.90D-E 0.018 0.080 Bottom 3.564 Min Temp % 3.600 429.603 0.000 +0.90D-E 0.074 0.160 Bottom 3.564 Min Temp % 3.600 429.603 0.000 +0.90D-E 0.166 0.240 Bottom 3.564 Min Temp % 3.600 429.603 0.000 +0.90D-E 0.294 0.320 Bottom 3.564 Min Temp % 3.600 429.603 0.001 +0.90D-E 0.459 0.400 Bottom 3.564 Min Temp % 3.600 429.603 0.001 +0.90D-E 0.659 0.480 Bottom 3.564 Min Temp % 3.600 429.603 0.002 +0.90D-E 0.896 0.560 Bottom 3.564 Min Temp % 3.600 429.603 0.002 +0.90D-E 1.168 0.640 Bottom 3.564 Min Temp % 3.600 429.603 0.003 +0.90D-E 1.476 0.720 Bottom 3.564 Min Temp % 3.600 429.603 0.003 +0.90D-E 1.819 0.800 Bottom 3.564 Min Temp % 3.600 429.603 0.004 +0.90D-E 2.197 0.880 Bottom 3.564 Min Temp % 3.600 429.603 0.005 +0.90D-E 2.609 0.960 Bottom 3.564 Min Temp % 3.600 429.603 0.006 +0.90D-E 3.057 1.040 Bottom 3.564 Min Temp % 3.600 429.603 0.007 +0.90D-E 3.539 1.120 Bottom 3.564 Min Temp % 3.600 429.603 0.008 +0.90D-E 4.055 1.200 Bottom 3.564 Min Temp % 3.600 429.603 0.009 +0.90D-E 4.606 1.280 Bottom 3.564 Min Temp % 3.600 429.603 0.011 +0.90D-E 5.190 1.360 Bottom 3.564 Min Temp % 3.600 429.603 0.012 +0.90D-E 5.808 1.440 Bottom 3.564 Min Temp % 3.600 429.603 0.014 +0.90D-E 6.460 1.520 Bottom 3.564 Min Temp % 3.600 429.603 0.015 +0.90D-E 7.145 1.600 Bottom 3.564 Min Temp % 3.600 429.603 0.017 +0.90D-E 7.863 1.680 Bottom 3.564 Min Temp % 3.600 429.603 0.018 +0.90D-E 8.614 1.760 Bottom 3.564 Min Temp % 3.600 429.603 0.020 +0.90D-E 9.397 1.840 Bottom 3.564 Min Temp % 3.600 429.603 0.022 +0.90D-E 10.214 1.920 Bottom 3.564 Min Temp % 3.600 429.603 0.024 +0.90D-E 11.062 2.000 Bottom 3.564 Min Temp % 3.600 429.603 0.026 +0.90D-E 11.943 2.080 Bottom 3.564 Min Temp % 3.600 429.603 0.028 +0.90D-E 12.856 2.160 Bottom 3.564 Min Temp % 3.600 429.603 0.030 +0.90D-E 13.800 2.240 Bottom 3.564 Min Temp % 3.600 429.603 0.032 +0.90D-E 14.776 2.320 Bottom 3.564 Min Temp % 3.600 429.603 0.034 +0.90D-E 15.784 2.400 Bottom 3.564 Min Temp % 3.600 429.603 0.037 +0.90D-E 16.822 2.480 Bottom 3.564 Min Temp % 3.600 429.603 0.039 +0.90D-E 17.892 2.560 Bottom 3.564 Min Temp % 3.600 429.603 0.042 +0.90D-E 18.992 2.640 Bottom 3.564 Min Temp % 3.600 429.603 0.044 +0.90D-E 20.123 2.720 Bottom 3.564 Min Temp % 3.600 429.603 0.047 +0.90D-E 21.284 2.800 Bottom 3.564 Min Temp % 3.600 429.603 0.050 +0.90D-E 22.476 2.880 Bottom 3.564 Min Temp % 3.600 429.603 0.052 +0.90D-E 23.698 2.960 Bottom 3.564 Min Temp % 3.600 429.603 0.055 +0.90D-E 24.949 3.040 Bottom 3.564 Min Temp % 3.600 429.603 0.058 +0.90D-E 26.230 3.120 Bottom 3.564 Min Temp % 3.600 429.603 0.061 +0.90D-E 27.540 3.200 Bottom 3.564 Min Temp % 3.600 429.603 0.064 +0.90D-E 28.880 3.280 Bottom 3.564 Min Temp % 3.600 429.603 0.067 +0.90D-E 30.249 3.360 Bottom 3.564 Min Temp % 3.600 429.603 0.070 Project Title: Engineer: Project ID: Project Descr: Combined Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: X-Bracing Combined Footing Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu / PhiMn (ft-k) (ft) (in A2) (in A2) (ft-k) +0.90D-E 31.646 3.440 Bottom 3.564 Min Temp % 3.600 429.603 0.074 +0.90D-E 33.072 3.520 Bottom 3.564 Min Temp % 3.600 429.603 0.077 +0.90D-E 34.527 3.600 Bottom 3.564 Min Temp % 3.600 429.603 0.080 +0.90D-E 36.010 3.680 Bottom 3.564 Min Temp % 3.600 429.603 0.084 +0.90D-E 37.521 3.760 Bottom 3.564 Min Temp % 3.600 429.603 0.087 +0.90D-E 39.060 3.840 Bottom 3.564 Min Temp % 3.600 429.603 0.091 +0.90D-E 40.626 3.920 Bottom 3.564 Min Temp % 3.600 429.603 0.095 +0.90D-E 42.220 4.000 Bottom 3.564 Min Temp % 3.600 429.603 0.098 +0.90D-E 43.841 4.080 Bottom 3.564 Min Temp % 3.600 429.603 0.102 +0.90D-E 45.490 4.160 Bottom 3.564 Min Temp % 3.600 429.603 0.106 +0.90D-E 47.165 4.240 Bottom 3.564 Min Temp % 3.600 429.603 0.110 +0.90D-E 48.867 4.320 Bottom 3.564 Min Temp % 3.600 429.603 0.114 +0.90D-E 50.595 4.400 Bottom 3.564 Min Temp % 3.600 429.603 0.118 +0.90D-E 52.350 4.480 Bottom 3.564 Min Temp % 3.600 429.603 0.122 +0.90D-E 54.131 4.560 Bottom 3.564 Min Temp % 3.600 429.603 0.126 +0.90D-E 55.938 4.640 Bottom 3.564 Min Temp % 3.600 429.603 0.130 +0.90D-E 57.770 4.720 Bottom 3.564 Min Temp % 3.600 429.603 0.134 +0.90D-E 59.628 4.800 Bottom 3.564 Min Temp % 3.600 429.603 0.139 +0.90D-E 61.512 4.880 Bottom 3.564 Min Temp % 3.600 429.603 0.143 +0.90D-E 63.420 4.960 Bottom 3.564 Min Temp % 3.600 429.603 0.148 +0.90D-E 65.353 5.040 Bottom 3.564 Min Temp % 3.600 429.603 0.152 +0.90D-E 67.312 5.120 Bottom 3.564 Min Temp % 3.600 429.603 0.157 +0.90D-E 69.294 5.200 Bottom 3.564 Min Temp % 3.600 429.603 0.161 +0.90D-E 71.302 5.280 Bottom 3.564 Min Temp % 3.600 429.603 0.166 +0.90D-E 73.333 5.360 Bottom 3.564 Min Temp % 3.600 429.603 0.171 +0.90D-E 75.388 5.440 Bottom 3.564 Min Temp % 3.600 429.603 0.175 +0.90D-E 77.460 5.520 Bottom 3.564 Min Temp % 3.600 429.603 0.180 +0.90D-E 79.390 5.600 Bottom 3.564 Min Temp % 3.600 429.603 0.185 +0.90D-E 81.113 5.680 Bottom 3.564 Min Temp % 3.600 429.603 0.189 +0.90D-E 82.629 5.760 Bottom 3.564 Min Temp % 3.600 429.603 0.192 +0.90D-E 83.938 5.840 Bottom 3.564 Min Temp % 3.600 429.603 0.195 +0.90D-E 85.040 5.920 Bottom 3.564 Min Temp % 3.600 429.603 0.198 +0.90D-E 85.934 6.000 Bottom 3.564 Min Temp % 3.600 429.603 0.200 +0.90D+E 51.325 6.080 Bottom 3.564 Min Temp % 3.600 429.603 0.119 +0.90D+E 51.340 6.160 Bottom 3.564 Min Temp % 3.600 429.603 0.120 +0.90D+E 51.463 6.240 Bottom 3.564 Min Temp % 3.600 429.603 0.120 +0.90D+E 51.694 6.320 Bottom 3.564 Min Temp % 3.600 429.603 0.120 +0.90D+E 52.031 6.400 Bottom 3.564 Min Temp % 3.600 429.603 0.121 +0.90D+E 52.477 6.480 Bottom 3.564 Min Temp % 3.600 429.603 0.122 +0.90D+E 52.996 6.560 Bottom 3.564 Min Temp % 3.600 429.603 0.123 +0.90D+E 53.506 6.640 Bottom 3.564 Min Temp % 3.600 429.603 0.125 +0.90D+E 54.006 6.720 Bottom 3.564 Min Temp % 3.600 429.603 0.126 +0.90D+E 54.493 6.800 Bottom 3.564 Min Temp % 3.600 429.603 0.127 +0.90D+E 54.968 6.880 Bottom 3.564 Min Temp % 3.600 429.603 0.128 +0.90D+E 55.431 6.960 Bottom 3.564 Min Temp % 3.600 429.603 0.129 +0.90D+E 55.883 7.040 Bottom 3.564 Min Temp % 3.600 429.603 0.130 +0.90D+E 56.322 7.120 Bottom 3.564 Min Temp % 3.600 429.603 0.131 +0.90D+E 56.750 7.200 Bottom 3.564 Min Temp % 3.600 429.603 0.132 +0.90D+E 57.166 7.280 Bottom 3.564 Min Temp % 3.600 429.603 0.133 +0.90D+E 57.570 7.360 Bottom 3.564 Min Temp % 3.600 429.603 0.134 +0.90D+E 57.962 7.440 Bottom 3.564 Min Temp % 3.600 429.603 0.135 +0.90D+E 58.342 7.520 Bottom 3.564 Min Temp % 3.600 429.603 0.136 +0.90D+E 58.711 7.600 Bottom 3.564 Min Temp % 3.600 429.603 0.137 +0.90D+E 59.067 7.680 Bottom 3.564 Min Temp % 3.600 429.603 0.137 +0.90D+E 59.412 7.760 Bottom 3.564 Min Temp % 3.600 429.603 0.138 +0.90D+E 59.744 7.840 Bottom 3.564 Min Temp % 3.600 429.603 0.139 +0.90D+E 60.065 7.920 Bottom 3.564 Min Temp % 3.600 429.603 0.140 +0.90D+E 60.374 8.000 Bottom 3.564 Min Temp % 3.600 429.603 0.141 +0.90D+E 60.671 8.080 Bottom 3.564 Min Temp % 3.600 429.603 0.141 +0.90D+E 60.956 8.160 Bottom 3.564 Min Temp % 3.600 429.603 0.142 +0.90D+E 61.229 8.240 Bottom 3.564 Min Temp % 3.600 429.603 0.143 +0.90D+E 61.491 8.320 Bottom 3.564 Min Temp % 3.600 429.603 0.143 +0.90D+E 61.740 8.400 Bottom 3.564 Min Temp % 3.600 429.603 0.144 Project Title: Engineer: Project ID: Project Descr: Combined Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: X-Bracing Combined Footing Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu / PhiMn (ft-k) (ft) (in A2) (in A2) (ft-k) +0.90D+E 61.978 8.480 Bottom 3.564 Min Temp % 3.600 429.603 0.144 +0.90D+E 62.204 8.560 Bottom 3.564 Min Temp % 3.600 429.603 0.145 +0.90D+E 62.418 8.640 Bottom 3.564 Min Temp % 3.600 429.603 0.145 +0.90D+E 62.620 8.720 Bottom 3.564 Min Temp % 3.600 429.603 0.146 +0.90D+E 62.810 8.800 Bottom 3.564 Min Temp % 3.600 429.603 0.146 +0.90D+E 62.988 8.880 Bottom 3.564 Min Temp % 3.600 429.603 0.147 +0.90D+E 63.155 8.960 Bottom 3.564 Min Temp % 3.600 429.603 0.147 +0.90D+E 63.309 9.040 Bottom 3.564 Min Temp % 3.600 429.603 0.147 +0.90D+E 63.452 9.120 Bottom 3.564 Min Temp % 3.600 429.603 0.148 +0.90D+E 63.582 9.200 Bottom 3.564 Min Temp % 3.600 429.603 0.148 +0.90D+E 63.701 9.280 Bottom 3.564 Min Temp % 3.600 429.603 0.148 +0.90D+E 63.808 9.360 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 63.903 9.440 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 63.986 9.520 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 64.058 9.600 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 64.117 9.680 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 64.165 9.760 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 64.200 9.840 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 64.224 9.920 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 64.236 10.000 Bottom 3.564 Min Temp % 3.600 429.603 0.150 +0.90D+E 64.236 10.080 Bottom 3.564 Min Temp % 3.600 429.603 0.150 +0.90D+E 64.224 10.160 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 64.201 10.240 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 64.165 10.320 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 64.118 10.400 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 64.058 10.480 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 63.987 10.560 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 63.904 10.640 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 63.809 10.720 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D+E 63.702 10.800 Bottom 3.564 Min Temp % 3.600 429.603 0.148 +0.90D+E 63.583 10.880 Bottom 3.564 Min Temp % 3.600 429.603 0.148 +0.90D+E 63.453 10.960 Bottom 3.564 Min Temp % 3.600 429.603 0.148 +0.90D+E 63.310 11.040 Bottom 3.564 Min Temp % 3.600 429.603 0.147 +0.90D+E 63.156 11.120 Bottom 3.564 Min Temp % 3.600 429.603 0.147 +0.90D+E 62.990 11.200 Bottom 3.564 Min Temp % 3.600 429.603 0.147 +0.90D+E 62.811 11.280 Bottom 3.564 Min Temp % 3.600 429.603 0.146 +0.90D+E 62.621 11.360 Bottom 3.564 Min Temp % 3.600 429.603 0.146 +0.90D+E 62.419 11.440 Bottom 3.564 Min Temp % 3.600 429.603 0.145 +0.90D+E 62.206 11.520 Bottom 3.564 Min Temp % 3.600 429.603 0.145 +0.90D+E 61.980 11.600 Bottom 3.564 Min Temp % 3.600 429.603 0.144 +0.90D+E 61.742 11.680 Bottom 3.564 Min Temp % 3.600 429.603 0.144 +0.90D+E 61.493 11.760 Bottom 3.564 Min Temp % 3.600 429.603 0.143 +0.90D+E 61.232 11.840 Bottom 3.564 Min Temp % 3.600 429.603 0.143 +0.90D+E 60.959 11.920 Bottom 3.564 Min Temp % 3.600 429.603 0.142 +0.90D+E 60.674 12.000 Bottom 3.564 Min Temp % 3.600 429.603 0.141 +0.90D+E 60.377 12.080 Bottom 3.564 Min Temp % 3.600 429.603 0.141 +0.90D+E 60.069 12.160 Bottom 3.564 Min Temp % 3.600 429.603 0.140 +0.90D+E 59.749 12.240 Bottom 3.564 Min Temp % 3.600 429.603 0.139 +0.90D+E 59.419 12.320 Bottom 3.564 Min Temp % 3.600 429.603 0.138 +0.90D+E 59.077 12.400 Bottom 3.564 Min Temp % 3.600 429.603 0.138 +1.20D+1.60S-0.50W -62.102 12.480 Top 3.564 Min Temp % 3.600 453.903 0.137 +1.20D+1.60S-0.50W -62.587 12.560 Top 3.564 Min Temp % 3.600 453.903 0.138 +1.20D+1.60S-0.50W -63.060 12.640 Top 3.564 Min Temp % 3.600 453.903 0.139 +1.20D+1.60S-0.50W -63.520 12.720 Top 3.564 Min Temp % 3.600 453.903 0.140 +1.20D+1.60S-0.50W -63.968 12.800 Top 3.564 Min Temp % 3.600 453.903 0.141 +1.20D+1.60S-0.50W -64.404 12.880 Top 3.564 Min Temp % 3.600 453.903 0.142 +1.20D+1.60S-0.50W -64.828 12.960 Top 3.564 Min Temp % 3.600 453.903 0.143 +1.20D+1.60S-0.50W -65.239 13.040 Top 3.564 Min Temp % 3.600 453.903 0.144 +1.20D+1.60S-0.50W -65.638 13.120 Top 3.564 Min Temp % 3.600 453.903 0.145 +1.20D+1.60S-0.50W -66.025 13.200 Top 3.564 Min Temp % 3.600 453.903 0.145 +1.20D+1.60S-0.50W -66.400 13.280 Top 3.564 Min Temp % 3.600 453.903 0.146 +1.20D+1.60S-0.50W -66.763 13.360 Top 3.564 Min Temp % 3.600 453.903 0.147 +1.20D+1.60S-0.50W -67.114 13.440 Top 3.564 Min Temp % 3.600 453.903 0.148 Project Title: Engineer: Project ID: Project Descr: Combined Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: X-Bracing Combined Footing Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu / PhiMn (ft-k) (ft) (in A2) (in A2) (ft-k) +1.20D+1.60S-0.50W -67.453 13.520 Top 3.564 Min Temp % 3.600 453.903 0.149 +1.20D+1.60S-0.50W -67.780 13.600 Top 3.564 Min Temp % 3.600 453.903 0.149 +1.20D+1.60S-0.50W -68.094 13.680 Top 3.564 Min Temp % 3.600 453.903 0.150 +1.20D+1.60S-0.50W -68.397 13.760 Top 3.564 Min Temp % 3.600 453.903 0.151 +1.20D+1.60S-0.50W -68.688 13.840 Top 3.564 Min Temp % 3.600 453.903 0.151 +1.20D+1.60S-0.50W -68.967 13.920 Top 3.564 Min Temp % 3.600 453.903 0.152 +1.20D+1.60S-0.50W -69.235 14.000 Top 3.564 Min Temp % 3.600 453.903 0.153 +1.20D+1.60S-0.50W -69.490 14.080 Top 3.564 Min Temp % 3.600 453.903 0.153 +1.20D+1.60S-0.50W -69.734 14.160 Top 3.564 Min Temp % 3.600 453.903 0.154 +1.20D+1.60S-0.50W -69.965 14.240 Top 3.564 Min Temp % 3.600 453.903 0.154 +1.20D+1.60S-0.50W -70.185 14.320 Top 3.564 Min Temp % 3.600 453.903 0.155 +1.20D+1.60S-0.50W -70.394 14.400 Top 3.564 Min Temp % 3.600 453.903 0.155 +1.20D+1.60S-0.50W -70.590 14.480 Top 3.564 Min Temp % 3.600 453.903 0.156 +1.20D+1.60S-0.50W -70.775 14.560 Top 3.564 Min Temp % 3.600 453.903 0.156 +1.20D+1.60S-0.50W -70.949 14.640 Top 3.564 Min Temp % 3.600 453.903 0.156 +1.20D+1.60S-0.50W -71.110 14.720 Top 3.564 Min Temp % 3.600 453.903 0.157 +1.20D+1.60S-0.50W -71.260 14.800 Top 3.564 Min Temp % 3.600 453.903 0.157 +1.20D+1.60S-0.50W -71.399 14.880 Top 3.564 Min Temp % 3.600 453.903 0.157 +1.20D+1.60S-0.50W -71.526 14.960 Top 3.564 Min Temp % 3.600 453.903 0.158 +1.20D+1.60S-0.50W -71.641 15.040 Top 3.564 Min Temp % 3.600 453.903 0.158 +1.20D+1.60S-0.50W -71.745 15.120 Top 3.564 Min Temp % 3.600 453.903 0.158 +1.20D+1.60S-0.50W -71.838 15.200 Top 3.564 Min Temp % 3.600 453.903 0.158 +1.20D+1.60S-0.50W -71.919 15.280 Top 3.564 Min Temp % 3.600 453.903 0.158 +1.20D+1.60S-0.50W -71.989 15.360 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S-0.50W -72.047 15.440 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S-0.50W -72.094 15.520 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S-0.50W -72.130 15.600 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S-0.50W -72.155 15.680 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S-0.50W -72.168 15.760 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S-0.50W -72.170 15.840 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S-0.50W -72.160 15.920 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S+0.50W -72.140 16.000 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S+0.50W -72.160 16.080 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S+0.50W -72.170 16.160 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S+0.50W -72.168 16.240 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S+0.50W -72.155 16.320 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S+0.50W -72.130 16.400 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S+0.50W -72.094 16.480 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S+0.50W -72.047 16.560 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S+0.50W -71.989 16.640 Top 3.564 Min Temp % 3.600 453.903 0.159 +1.20D+1.60S+0.50W -71.919 16.720 Top 3.564 Min Temp % 3.600 453.903 0.158 +1.20D+1.60S+0.50W -71.838 16.800 Top 3.564 Min Temp % 3.600 453.903 0.158 +1.20D+1.60S+0.50W -71.745 16.880 Top 3.564 Min Temp % 3.600 453.903 0.158 +1.20D+1.60S+0.50W -71.641 16.960 Top 3.564 Min Temp % 3.600 453.903 0.158 +1.20D+1.60S+0.50W -71.526 17.040 Top 3.564 Min Temp % 3.600 453.903 0.158 +1.20D+1.60S+0.50W -71.399 17.120 Top 3.564 Min Temp % 3.600 453.903 0.157 +1.20D+1.60S+0.50W -71.260 17.200 Top 3.564 Min Temp % 3.600 453.903 0.157 +1.20D+1.60S+0.50W -71.110 17.280 Top 3.564 Min Temp % 3.600 453.903 0.157 +1.20D+1.60S+0.50W -70.949 17.360 Top 3.564 Min Temp % 3.600 453.903 0.156 +1.20D+1.60S+0.50W -70.775 17.440 Top 3.564 Min Temp % 3.600 453.903 0.156 +1.20D+1.60S+0.50W -70.590 17.520 Top 3.564 Min Temp % 3.600 453.903 0.156 +1.20D+1.60S+0.50W -70.394 17.600 Top 3.564 Min Temp % 3.600 453.903 0.155 +1.20D+1.60S+0.50W -70.185 17.680 Top 3.564 Min Temp % 3.600 453.903 0.155 +1.20D+1.60S+0.50W -69.965 17.760 Top 3.564 Min Temp % 3.600 453.903 0.154 +1.20D+1.60S+0.50W -69.734 17.840 Top 3.564 Min Temp % 3.600 453.903 0.154 +1.20D+1.60S+0.50W -69.490 17.920 Top 3.564 Min Temp % 3.600 453.903 0.153 +1.20D+1.60S+0.50W -69.235 18.000 Top 3.564 Min Temp % 3.600 453.903 0.153 +1.20D+1.60S+0.50W -68.967 18.080 Top 3.564 Min Temp % 3.600 453.903 0.152 +1.20D+1.60S+0.50W -68.688 18.160 Top 3.564 Min Temp % 3.600 453.903 0.151 +1.20D+1.60S+0.50W -68.397 18.240 Top 3.564 Min Temp % 3.600 453.903 0.151 +1.20D+1.60S+0.50W -68.094 18.320 Top 3.564 Min Temp % 3.600 453.903 0.150 +1.20D+1.60S+0.50W -67.780 18.400 Top 3.564 Min Temp % 3.600 453.903 0.149 +1.20D+1.60S+0.50W -67.453 18.480 Top 3.564 Min Temp % 3.600 453.903 0.149 Project Title: Engineer: Project ID: Project Descr: Combined Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: X-Bracing Combined Footing Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu / PhiMn (ft-k) (ft) (in A2) (in A2) (ft-k) +1.20D+1.60S+0.50W -67.114 18.560 Top 3.564 Min Temp % 3.600 453.903 0.148 +1.20D+1.60S+0.50W -66.763 18.640 Top 3.564 Min Temp % 3.600 453.903 0.147 +1.20D+1.60S+0.50W -66.400 18.720 Top 3.564 Min Temp % 3.600 453.903 0.146 +1.20D+1.60S+0.50W -66.025 18.800 Top 3.564 Min Temp % 3.600 453.903 0.145 +1.20D+1.60S+0.50W -65.638 18.880 Top 3.564 Min Temp % 3.600 453.903 0.145 +1.20D+1.60S+0.50W -65.239 18.960 Top 3.564 Min Temp % 3.600 453.903 0.144 +1.20D+1.60S+0.50W -64.828 19.040 Top 3.564 Min Temp % 3.600 453.903 0.143 +1.20D+1.60S+0.50W -64.404 19.120 Top 3.564 Min Temp % 3.600 453.903 0.142 +1.20D+1.60S+0.50W -63.968 19.200 Top 3.564 Min Temp % 3.600 453.903 0.141 +1.20D+1.60S+0.50W -63.520 19.280 Top 3.564 Min Temp % 3.600 453.903 0.140 +1.20D+1.60S+0.50W -63.060 19.360 Top 3.564 Min Temp % 3.600 453.903 0.139 +1.20D+1.60S+0.50W -62.587 19.440 Top 3.564 Min Temp % 3.600 453.903 0.138 +1.20D+1.60S+0.50W -62.102 19.520 Top 3.564 Min Temp % 3.600 453.903 0.137 +0.90D-E 59.077 19.600 Bottom 3.564 Min Temp % 3.600 429.603 0.138 +0.90D-E 59.419 19.680 Bottom 3.564 Min Temp % 3.600 429.603 0.138 +0.90D-E 59.749 19.760 Bottom 3.564 Min Temp % 3.600 429.603 0.139 +0.90D-E 60.069 19.840 Bottom 3.564 Min Temp % 3.600 429.603 0.140 +0.90D-E 60.377 19.920 Bottom 3.564 Min Temp % 3.600 429.603 0.141 +0.90D-E 60.674 20.000 Bottom 3.564 Min Temp % 3.600 429.603 0.141 +0.90D-E 60.959 20.080 Bottom 3.564 Min Temp % 3.600 429.603 0.142 +0.90D-E 61.232 20.160 Bottom 3.564 Min Temp % 3.600 429.603 0.143 +0.90D-E 61.493 20.240 Bottom 3.564 Min Temp % 3.600 429.603 0.143 +0.90D-E 61.742 20.320 Bottom 3.564 Min Temp % 3.600 429.603 0.144 +0.90D-E 61.980 20.400 Bottom 3.564 Min Temp % 3.600 429.603 0.144 +0.90D-E 62.206 20.480 Bottom 3.564 Min Temp % 3.600 429.603 0.145 +0.90D-E 62.419 20.560 Bottom 3.564 Min Temp % 3.600 429.603 0.145 +0.90D-E 62.621 20.640 Bottom 3.564 Min Temp % 3.600 429.603 0.146 +0.90D-E 62.811 20.720 Bottom 3.564 Min Temp % 3.600 429.603 0.146 +0.90D-E 62.990 20.800 Bottom 3.564 Min Temp % 3.600 429.603 0.147 +0.90D-E 63.156 20.880 Bottom 3.564 Min Temp % 3.600 429.603 0.147 +0.90D-E 63.310 20.960 Bottom 3.564 Min Temp % 3.600 429.603 0.147 +0.90D-E 63.453 21.040 Bottom 3.564 Min Temp % 3.600 429.603 0.148 +0.90D-E 63.583 21.120 Bottom 3.564 Min Temp % 3.600 429.603 0.148 +0.90D-E 63.702 21.200 Bottom 3.564 Min Temp % 3.600 429.603 0.148 +0.90D-E 63.809 21.280 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 63.904 21.360 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 63.987 21.440 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 64.058 21.520 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 64.118 21.600 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 64.165 21.680 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 64.201 21.760 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 64.224 21.840 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 64.236 21.920 Bottom 3.564 Min Temp % 3.600 429.603 0.150 +0.90D-E 64.236 22.000 Bottom 3.564 Min Temp % 3.600 429.603 0.150 +0.90D-E 64.224 22.080 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 64.200 22.160 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 64.165 22.240 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 64.117 22.320 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 64.058 22.400 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 63.986 22.480 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 63.903 22.560 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 63.808 22.640 Bottom 3.564 Min Temp % 3.600 429.603 0.149 +0.90D-E 63.701 22.720 Bottom 3.564 Min Temp % 3.600 429.603 0.148 +0.90D-E 63.582 22.800 Bottom 3.564 Min Temp % 3.600 429.603 0.148 +0.90D-E 63.452 22.880 Bottom 3.564 Min Temp % 3.600 429.603 0.148 +0.90D-E 63.309 22.960 Bottom 3.564 Min Temp % 3.600 429.603 0.147 +0.90D-E 63.155 23.040 Bottom 3.564 Min Temp % 3.600 429.603 0.147 +0.90D-E 62.988 23.120 Bottom 3.564 Min Temp % 3.600 429.603 0.147 +0.90D-E 62.810 23.200 Bottom 3.564 Min Temp % 3.600 429.603 0.146 +0.90D-E 62.620 23.280 Bottom 3.564 Min Temp % 3.600 429.603 0.146 +0.90D-E 62.418 23.360 Bottom 3.564 Min Temp % 3.600 429.603 0.145 +0.90D-E 62.204 23.440 Bottom 3.564 Min Temp % 3.600 429.603 0.145 +0.90D-E 61.978 23.520 Bottom 3.564 Min Temp % 3.600 429.603 0.144 Project Title: Engineer: Project ID: Project Descr: Combined Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: X-Bracing Combined Footing Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu / PhiMn (ft-k) (ft) (in A2) (in A2) (ft-k) +0.90D-E 61.740 23.600 Bottom 3.564 Min Temp % 3.600 429.603 0.144 +0.90D-E 61.491 23.680 Bottom 3.564 Min Temp % 3.600 429.603 0.143 +0.90D-E 61.229 23.760 Bottom 3.564 Min Temp % 3.600 429.603 0.143 +0.90D-E 60.956 23.840 Bottom 3.564 Min Temp % 3.600 429.603 0.142 +0.90D-E 60.671 23.920 Bottom 3.564 Min Temp % 3.600 429.603 0.141 +0.90D-E 60.374 24.000 Bottom 3.564 Min Temp % 3.600 429.603 0.141 +0.90D-E 60.065 24.080 Bottom 3.564 Min Temp % 3.600 429.603 0.140 +0.90D-E 59.744 24.160 Bottom 3.564 Min Temp % 3.600 429.603 0.139 +0.90D-E 59.412 24.240 Bottom 3.564 Min Temp % 3.600 429.603 0.138 +0.90D-E 59.067 24.320 Bottom 3.564 Min Temp % 3.600 429.603 0.137 +0.90D-E 58.711 24.400 Bottom 3.564 Min Temp % 3.600 429.603 0.137 +0.90D-E 58.342 24.480 Bottom 3.564 Min Temp % 3.600 429.603 0.136 +0.90D-E 57.962 24.560 Bottom 3.564 Min Temp % 3.600 429.603 0.135 +0.90D-E 57.570 24.640 Bottom 3.564 Min Temp % 3.600 429.603 0.134 +0.90D-E 57.166 24.720 Bottom 3.564 Min Temp % 3.600 429.603 0.133 +0.90D-E 56.750 24.800 Bottom 3.564 Min Temp % 3.600 429.603 0.132 +0.90D-E 56.322 24.880 Bottom 3.564 Min Temp % 3.600 429.603 0.131 +0.90D-E 55.883 24.960 Bottom 3.564 Min Temp % 3.600 429.603 0.130 +0.90D-E 55.431 25.040 Bottom 3.564 Min Temp % 3.600 429.603 0.129 +0.90D-E 54.968 25.120 Bottom 3.564 Min Temp % 3.600 429.603 0.128 +0.90D-E 54.493 25.200 Bottom 3.564 Min Temp % 3.600 429.603 0.127 +0.90D-E 54.006 25.280 Bottom 3.564 Min Temp % 3.600 429.603 0.126 +0.90D-E 53.506 25.360 Bottom 3.564 Min Temp % 3.600 429.603 0.125 +0.90D-E 52.996 25.440 Bottom 3.564 Min Temp % 3.600 429.603 0.123 +0.90D-E 52.477 25.520 Bottom 3.564 Min Temp % 3.600 429.603 0.122 +0.90D-E 52.031 25.600 Bottom 3.564 Min Temp % 3.600 429.603 0.121 +0.90D-E 51.694 25.680 Bottom 3.564 Min Temp % 3.600 429.603 0.120 +0.90D-E 51.463 25.760 Bottom 3.564 Min Temp % 3.600 429.603 0.120 +0.90D-E 51.340 25.840 Bottom 3.564 Min Temp % 3.600 429.603 0.120 +0.90D-E 51.325 25.920 Bottom 3.564 Min Temp % 3.600 429.603 0.119 +0.90D-E 51.416 26.000 Bottom 3.564 Min Temp % 3.600 429.603 0.120 +0.90D+E 85.040 26.080 Bottom 3.564 Min Temp % 3.600 429.603 0.198 +0.90D+E 83.938 26.160 Bottom 3.564 Min Temp % 3.600 429.603 0.195 +0.90D+E 82.629 26.240 Bottom 3.564 Min Temp % 3.600 429.603 0.192 +0.90D+E 81.113 26.320 Bottom 3.564 Min Temp % 3.600 429.603 0.189 +0.90D+E 79.390 26.400 Bottom 3.564 Min Temp % 3.600 429.603 0.185 +0.90D+E 77.460 26.480 Bottom 3.564 Min Temp % 3.600 429.603 0.180 +0.90D+E 75.388 26.560 Bottom 3.564 Min Temp % 3.600 429.603 0.175 +0.90D+E 73.333 26.640 Bottom 3.564 Min Temp % 3.600 429.603 0.171 +0.90D+E 71.302 26.720 Bottom 3.564 Min Temp % 3.600 429.603 0.166 +0.90D+E 69.294 26.800 Bottom 3.564 Min Temp % 3.600 429.603 0.161 +0.90D+E 67.312 26.880 Bottom 3.564 Min Temp % 3.600 429.603 0.157 +0.90D+E 65.353 26.960 Bottom 3.564 Min Temp % 3.600 429.603 0.152 +0.90D+E 63.420 27.040 Bottom 3.564 Min Temp % 3.600 429.603 0.148 +0.90D+E 61.512 27.120 Bottom 3.564 Min Temp % 3.600 429.603 0.143 +0.90D+E 59.628 27.200 Bottom 3.564 Min Temp % 3.600 429.603 0.139 +0.90D+E 57.770 27.280 Bottom 3.564 Min Temp % 3.600 429.603 0.134 +0.90D+E 55.938 27.360 Bottom 3.564 Min Temp % 3.600 429.603 0.130 +0.90D+E 54.131 27.440 Bottom 3.564 Min Temp % 3.600 429.603 0.126 +0.90D+E 52.350 27.520 Bottom 3.564 Min Temp % 3.600 429.603 0.122 +0.90D+E 50.595 27.600 Bottom 3.564 Min Temp % 3.600 429.603 0.118 +0.90D+E 48.867 27.680 Bottom 3.564 Min Temp % 3.600 429.603 0.114 +0.90D+E 47.165 27.760 Bottom 3.564 Min Temp % 3.600 429.603 0.110 +0.90D+E 45.490 27.840 Bottom 3.564 Min Temp % 3.600 429.603 0.106 +0.90D+E 43.841 27.920 Bottom 3.564 Min Temp % 3.600 429.603 0.102 +0.90D+E 42.220 28.000 Bottom 3.564 Min Temp % 3.600 429.603 0.098 +0.90D+E 40.626 28.080 Bottom 3.564 Min Temp % 3.600 429.603 0.095 +0.90D+E 39.060 28.160 Bottom 3.564 Min Temp % 3.600 429.603 0.091 +0.90D+E 37.521 28.240 Bottom 3.564 Min Temp % 3.600 429.603 0.087 +0.90D+E 36.010 28.320 Bottom 3.564 Min Temp % 3.600 429.603 0.084 +0.90D+E 34.527 28.400 Bottom 3.564 Min Temp % 3.600 429.603 0.080 +0.90D+E 33.072 28.480 Bottom 3.564 Min Temp % 3.600 429.603 0.077 +0.90D+E 31.646 28.560 Bottom 3.564 Min Temp % 3.600 429.603 0.074 Project Title: Engineer: Project ID: Project Descr: Combined Footing Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: X-Bracing Combined Footing Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu / PhiMn (ft-k) (ft) (in A2) (in A2) (ft-k) +0.90D+E 30.249 28.640 Bottom 3.564 Min Temp % 3.600 429.603 0.070 +0.90D+E 28.880 28.720 Bottom 3.564 Min Temp % 3.600 429.603 0.067 +0.90D+E 27.540 28.800 Bottom 3.564 Min Temp % 3.600 429.603 0.064 +0.90D+E 26.230 28.880 Bottom 3.564 Min Temp % 3.600 429.603 0.061 +0.90D+E 24.949 28.960 Bottom 3.564 Min Temp % 3.600 429.603 0.058 +0.90D+E 23.698 29.040 Bottom 3.564 Min Temp % 3.600 429.603 0.055 +0.90D+E 22.476 29.120 Bottom 3.564 Min Temp % 3.600 429.603 0.052 +0.90D+E 21.284 29.200 Bottom 3.564 Min Temp % 3.600 429.603 0.050 +0.90D+E 20.123 29.280 Bottom 3.564 Min Temp % 3.600 429.603 0.047 +0.90D+E 18.992 29.360 Bottom 3.564 Min Temp % 3.600 429.603 0.044 +0.90D+E 17.892 29.440 Bottom 3.564 Min Temp % 3.600 429.603 0.042 +0.90D+E 16.822 29.520 Bottom 3.564 Min Temp % 3.600 429.603 0.039 +0.90D+E 15.784 29.600 Bottom 3.564 Min Temp % 3.600 429.603 0.037 +0.90D+E 14.776 29.680 Bottom 3.564 Min Temp % 3.600 429.603 0.034 +0.90D+E 13.800 29.760 Bottom 3.564 Min Temp % 3.600 429.603 0.032 +0.90D+E 12.856 29.840 Bottom 3.564 Min Temp % 3.600 429.603 0.030 +0.90D+E 11.943 29.920 Bottom 3.564 Min Temp % 3.600 429.603 0.028 +0.90D+E 11.062 30.000 Bottom 3.564 Min Temp % 3.600 429.603 0.026 +0.90D+E 10.214 30.080 Bottom 3.564 Min Temp % 3.600 429.603 0.024 +0.90D+E 9.397 30.160 Bottom 3.564 Min Temp % 3.600 429.603 0.022 +0.90D+E 8.614 30.240 Bottom 3.564 Min Temp % 3.600 429.603 0.020 +0.90D+E 7.863 30.320 Bottom 3.564 Min Temp % 3.600 429.603 0.018 +0.90D+E 7.145 30.400 Bottom 3.564 Min Temp % 3.600 429.603 0.017 +0.90D+E 6.460 30.480 Bottom 3.564 Min Temp % 3.600 429.603 0.015 +0.90D+E 5.808 30.560 Bottom 3.564 Min Temp % 3.600 429.603 0.014 +0.90D+E 5.190 30.640 Bottom 3.564 Min Temp % 3.600 429.603 0.012 +0.90D+E 4.606 30.720 Bottom 3.564 Min Temp % 3.600 429.603 0.011 +0.90D+E 4.055 30.800 Bottom 3.564 Min Temp % 3.600 429.603 0.009 +0.90D+E 3.539 30.880 Bottom 3.564 Min Temp % 3.600 429.603 0.008 +0.90D+E 3.057 30.960 Bottom 3.564 Min Temp % 3.600 429.603 0.007 +0.90D+E 2.609 31.040 Bottom 3.564 Min Temp % 3.600 429.603 0.006 +0.90D+E 2.197 31.120 Bottom 3.564 Min Temp % 3.600 429.603 0.005 +0.90D+E 1.819 31.200 Bottom 3.564 Min Temp % 3.600 429.603 0.004 +0.90D+E 1.476 31.280 Bottom 3.564 Min Temp % 3.600 429.603 0.003 +0.90D+E 1.168 31.360 Bottom 3.564 Min Temp % 3.600 429.603 0.003 +0.90D+E 0.896 31.440 Bottom 3.564 Min Temp % 3.600 429.603 0.002 +0.90D+E 0.659 31.520 Bottom 3.564 Min Temp % 3.600 429.603 0.002 +0.90D+E 0.459 31.600 Bottom 3.564 Min Temp % 3.600 429.603 0.001 +0.90D+E 0.294 31.680 Bottom 3.564 Min Temp % 3.600 429.603 0.001 +0.90D+E 0.166 31.760 Bottom 3.564 Min Temp % 3.600 429.603 0.000 +0.90D+E 0.074 31.840 Bottom 3.564 Min Temp % 3.600 429.603 0.000 +0.90D+E 0.018 31.920 Bottom 3.564 Min Temp % 3.600 429.603 0.000 +0.90D+E 0.000 32.000 0 0.000 0 0.000 0.000 0.000 One Way Shear Punching Shear Load Combination... Phi Vn vu @ Col #1 vu @ Col #2 Phi Vn vu @ Col #1 vu @ Col #2 +1.40D 94.87 psi 3.18 psi 3.18 psi 189.74 psi 2.57psi 2.57 psi +1.20D 94.87 psi 2.73 psi 2.73 psi 189.74 psi 2.20psi 2.20 psi +1.20D+0.50S 94.87 psi 3.93 psi 3.93 psi 189.74 psi 3.16psi 3.16 psi +1.20D+0.50W 94.87 psi 2.17 psi 3.28 psi 189.74 psi 1.02 psi 0.54 psi +1.20D-0.50W 94.87 psi 3.28 psi 2.17 psi 189.74 psi 3.38psi 3.86 psi +1.20D+1.60S 94.87 psi 6.59 psi 6.59 psi 189.74 psi 5.28psi 5.28 psi +1.20D+1.60S+0.50W 94.87 psi 6.04 psi 7.14 psi 189.74 psi 4.10psi 3.63 psi +1.20D+1.60S-0.50W 94.87 psi 7.14 psi 6.04 psi 189.74 psi 6.46psi 6.94 psi +1.20D+W 94.87 psi 1.62 psi 3.83 psi 189.74 psi 0.16psi 1.11 psi +1.20D-W 94.87 psi 3.83 psi 1.62 psi 189.74 psi 4.56psi 5.51 psi +1.20D+0.50S+W 94.87 psi 2.83 psi 5.03 psi 189.74 psi 0.80psi 0.15 psi +1.20D+0.50S-W 94.87 psi 5.03 psi 2.83 psi 189.74 psi 5.53psi 6.48 psi +0.90D+W 94.87 psi 1.68 psi 3.47 psi 189.74 psi 0.71 psi 1.66 psi +0.90D-W 94.87 psi 3.47 psi 1.68 psi 189.74 psi 4.01 psi 4.96 psi Project Title: Engineer: Project ID: Project Descr: Combined Footing 1 Project File: Glacier.ec6 LIC# : KW-06019120, Build:20.23.08.30 SSF (c) ENERCALC INC 1983-2023 DESCRIPTION: X-Bracing Combined Footing One Way Shear Punching Shear Load Combination... Phi Vn vu @ Col #1 vu @ Col #2 Phi Vn vu @ Col #1 vu @ Col #2 +1.20D+0.20S+E 94.87 psi 4.11 psi 7.84 psi 189.74 psi 2.09psi 4.51 psi +1.20D+0.20S-E 94.87 psi 7.84 psi 4.11 psi 189.74 psi 7.32 psi 9.74 psi +0.90D+E 94.87 psi 3.08 psi 8.61 psi 189.74 psi 3.20 psi 5.57 psi +0.90D-E 94.87 psi 8.61 psi 3.08 psi 189.74 psi 6.25psi 8.62psi Cl • SLw l3 Dw 6V-RDE • IASi►�►9 Act 3&OR- Ib "Des%o" of 6lei bs on b ov_"ec !� i�Cp, '' �Oh�►-Gfe �loorS do C�roand Gt3 gGLic1G. wXLS L.op+D 'I- /,Z K kmaSL 6oN%CT F4RE►�1 = �`�/oo PSl WHEEL spec/ N h = (o N k z ZClO 1,� / IN (F20M COED REPO RT� f +00 o PSi 1. Fi ! ! o cua bie Stre 5 s = .7 = 33 5 Ps I Stress/loon /.as aa� A)ece = kcs-E 0" Sl." • MI tJ STEFL = f = D.c>alt3 ns,rill (I d itj e 12" pG � p5 = o. Z !N z (+=T oTN • SNR CWe6K_ V� T• 0 STRUCTURAL ENGINEERING PROJECT 3 12 ILZ DATE I08CiL- 202-2-01 PROD u DESIGN Sg J 4 a�0 W Q SHEET Anchorage Design Rigid Frame Column Anchorage Anchor DesignerTM Software Version 3.2.2311.2 1.Project information Project description: Location: Fastening description: 2. Input Data & Anchor Parameters General Design method:ACI 318-19 Units: Imperial units Anchor Information: Anchor type: Cast -in -place Material: F1554 Grade 55 Diameter (inch): 1.000 Effective Embedment depth, hef (inch): 15.000 Anchor category: - Anchor ductility: Yes hmin (inch): 16.75 Cmin (inch): 6.00 Smin (inch): 6.00 Company: Date: 9/8/2022 Engineer: Page: 1/5 Project: Address: Phone: E-mail: Recommended Anchor Anchor Name: Heavy Hex Bolt - 1"0 Heavy Hex Bolt, F1554 Gr. 55 Base Material Concrete: Normal -weight Concrete thickness, h (inch): 24.00 State: Cracked Compressive strength, F� (psi): 4000 4jc,v: 1.0 Reinforcement condition: Supplementary reinforcement not present Supplemental edge reinforcement: Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: Yes Ignore concrete breakout in shear: No Ignore 6do requirement: No Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 12.00 x 8.50 x 0.50 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Anchor DesignerTM Software Version 3.2.2311.2 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: U = 0.9D + 1.0E Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: 17.10.5.3 (d) is satisfied Ductility section for shear: 17.10.6.3 (c) is satisfied Do factor: 2.5 Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: Yes Company: Date: 9/8/2022 Engineer: Page: 2/5 Project: Address: Phone: E-mail: Service level loads: D E Strength level loads Na [lb]: -3700 -15000 -40830 Vax [lb]: 500 7300 18700 Vay [lb]: 0 0 0 Mx [ft-lb]: 0 0 0 My [ft-lb]: 0 0 0 W [ft-lb]: 0 0 0 <Figure 1> 0 ft- I b 0 ft-lb �.f. 18700 lb 440830 lb 1 0, 1; Omega = 2.5 0 ft-lb Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Anchor Designer TM Software Version 3.2.2311.2 <Figure 2> Company: Date: 9/8/2022 Engineer: Page: 3/5 Project: Address: Phone: E-mail: Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com l+'71►�i11+7•J►■ Anchor DesignerT"' Software Version 3.2.2311.2 Company: Date: 9/8/2022 Engineer: Page: 4/5 Project: Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nu. (lb) Vuax (lb) Way (lb) 1(Vuax)1+(Vuay)1 (lb) 1 0.0 4675.0 0.0 4675.0 2 0.0 4675.0 0.0 4675.0 3 0.0 4675.0 0.0 4675.0 4 0.0 4675.0 0.0 4675.0 Sum 0.0 18700.0 0.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 0 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 8. Steel Strength of Anchor in Shear (Sec. 17.7.0 Vsa (Ib) Ogmut 0 OgmutoVw (lb) 27270 1.0 0.65 17726 <Figure 3> 18700.0 U4 Y 01 9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.7.2) Shear perpendicular to edge in x-direction: Vbx = min 17(1e/da)02gdaAagfcca,15; 9Aagfcca,l.51 (Eq. 17.7.2.2.1a & Eq. 17.7.2.2.1b) /e (in) da (in) Aa fc (psi) ca, (in) Vbx (Ib) 8.00 1.000 1.00 4000 18.00 43469 oVcbgx = 0 (Avc/Avco)Vec,vVed,vVc,vVh,vVbx (Sec. 17.5.1.2 & Eq. 17.7.2.1b) Avc (in2) Av. (in2) 'Fe C' V V'edv Yo,v T'h,v Vbx (Ib) 0 oVcbgx (lb) 1440.00 1458.00 1.000 1.000 1.000 1.061 43469 0.70 31876 Shear parallel to edge in pdirection: Vbx = min 17(le/de)0Nd.A.4fcce,15; 9A.4fcce1151 (Eq. 17.7.2.2.1a & Eq. 17.7.2.2.1b) le (in) da (in) la f� (psi) Cal (in) Vbx (Ib) 8.00 1.000 1.00 4000 18.00 43469 OVobgy = 0 (2) (Avc / AvC.) I eC, v I ed, v I c, v S h, vVbx (Sec. 17.5.1.2, 17.7.2.1(c) & Eq. 17.7.2.1 b) Avc (in2) Avon (in2) 'Fe G, V Fed,y T'c v Th,v Vbx (Ib) 0 Q,V�bgy (Ib) 1440.00 1458.00 1.000 1.000 1.000 1.061 43469 0.70 63752 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Anchor DesignerTM Software Version 3.2.2311.2 Company: Date: 9/8/2022 Engineer: Page: 5/5 Project: Address: Phone: E-mail: 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.7.3) OVcpg = Okc^bg = okcp(ANcI ANco) %e ,NV ed,NV c,NYop,NNb (Sec. 17.5.1.2 & Eq. 17.7.3.1 b) k, ANc (In2) ANco (In2) Vec,N 'Fed,N VJc,N :ep,N Nb (Ib) 0 OVcpg (Ib) 2.0 2601.00 2025.00 1.000 1.000 1.000 1.000 92321 0.70 166014 11. Results Interaction of Tensile and Shear Forces (Sec. 17.8) Shear Factored Load, V.. (lb) Design Strength, OW (lb) Ratio Status Steel 4675 17726 0.26 Pass T Concrete breakout x+ 18700 31876 0.59 Pass (Governs) 11 Concrete breakout y+ 9350 63752 0.15 Pass (Governs) Pryout 18700 166014 0.11 Pass 1" 0 Heavy Hex Bolt, F1554 Gr. 55 with hef = 15.000 inch meets the selected design criteria. 12. Warnings - Concrete breakout strength in tension has not been evaluated against applied tension load(s) per designer option. Refer to ACI 318 Section 17.5.2.1 for conditions where calculations of the concrete breakout strength may not be required. Per designer input, ductility requirements for tension have been determined to be satisfied — designer to verify. Per designer input, ductility requirements for shear have been determined to be satisfied — designer to verify. Designer must exercise own judgement to determine if this design is suitable. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com X-Bracing Column Anchorage Anchor DesignerTM Software Version 3.2.2311.2 1.Project information Project description: Location: Fastening description: 2. Input Data & Anchor Parameters General Design method:ACI 318-19 Units: Imperial units Anchor Information: Anchor type: Cast -in -place Material: AB_H Diameter (inch): 1.000 Effective Embedment depth, hef (inch): 20.000 Anchor category: - Anchor ductility: Yes hmin (inch): 22.63 Cmin (inch): 6.00 Smin (inch): 6.00 Company: Date: 9/8/2022 Engineer: Page: 1/6 Project: Address: Phone: E-mail: Recommended Anchor Anchor Name: PAB Pre -Assembled Anchor Bolt - PAB8H (1"0) Base Material Concrete: Normal -weight Concrete thickness, h (inch): 30.00 State: Cracked Compressive strength, F� (psi): 4000 4jc,v: 1.0 Reinforcement condition: Supplementary reinforcement not present Supplemental edge reinforcement: Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Ignore 6do requirement: No Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 22.00 x 10.00 x 0.50 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Anchor DesignerTM Software Version 3.2.2311.2 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: U = 0.9D + 1.0E Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: 17.10.5.3 (d) is satisfied Ductility section for shear: 17.10.6.3 (c) is satisfied Do factor: 2.5 Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: Yes Company: Date: 9/8/2022 Engineer: Page: 2/6 Project: Address: Phone: E-mail: Service level loads: D E Strength level loads Na [lb]: -3700 28100 66920 Vax [lb]: 0 5600 14000 Vay [lb]: 0 0 0 Mx [ft-lb]: 0 0 0 My [ft-lb]: 0 0 0 W [ft-lb]: 0 0 0 <Figure 1> 3 0 ft-lb, 0 ft- I b 1 &F V V V I IJ /_ Omega = 2.5 66920 lb 0 ft- I b Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com l+'71►��11+7•J►■ Anchor Designer TM Software Version 3.2.2311.2 QD <Figure 2> Company: Date: 9/8/2022 Engineer: Page: 3/6 Project: Address: Phone: E-mail: Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Anchor DesignerTM Software Version 3.2.2311.2 Company: Date: 9/8/2022 Engineer: Page: 4/6 Project: Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua (Ib) Vuax (lb) Way (lb) �(Vuax)2+(Vuay)2 (Ib) 1 8421.8 3500.0 0.0 3500.0 2 8421.8 3500.0 0.0 3500.0 3 34046.1 3500.0 0.0 3500.0 4 34046.1 3500.0 0.0 3500.0 Sum 84935.6 14000.0 Maximum concrete compression strain (%o): 0.41 Maximum concrete compression stress (psi): 1777 Resultant tension force (lb): 84936 Resultant compression force (lb): 18016 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 1.81 Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec. 17.6.1) Ns (lb) ON- (lb) 72720 0.75 54540 5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.6.2) Nb = 16Aia fchet 13 (Eq. 17.6.2.2.1) Aa fc (psi) her (in) Nb (Ib) 0.0 <Figure 3> 14000.0 Y 0 X11 o1 0 1.00 4000 20.000 149119 0.75^bg =0.750 (ANc/ANco)Tec,NTedN'Fc,N'Fcp,NNb (Sec. 17.5.1.2 & Eq. 17.6.2.1a) ANc (in 2) ANco (InZ) ca,min (in) Tec,N Ted,N Ve,N Tcp,N Nb (Ib) 0 0.750Ncbg (lb) 4537.50 3600.00 30.00 0.943 1.000 1.00 6. Pullout Strength of Anchor in Tension (Sec. 17.6.31 0.750Npn = 0.750Vc,PNp = 0.750Vc,P8Abrgfc (Sec. 17.5.1.2, Eq. 17.6.3.1 & 17.6.3.2.2a) V'c,P Abrg (in2) fc (psi) 0 0.750Npn (lb) 1.0 5.15 4000 0.70 86587 1.000 149119 0.70 93060 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Anchor DesignerTM Software Version 3.2.2311.2 8. Steel Strength of Anchor in Shear (Sec. 17.7.11 Vsa (lb) r6grout 0 OgrowoVsa (lb) 43630 1.0 0.65 28360 Company: Date: 9/8/2022 Engineer: Page: 5/6 Project: Address: Phone: E-mail: 9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.7.2) Shear perpendicular to edge in x-direction: Vbx = minl7(/e/da)02�da%a�fcca115; 97ja�fcca11.51 (Eq. 17.7.2.2.1a & Eq. 17.7.2.2.1b) le (in) da (in) Aa fc (psi) cal (in) Vbx (Ib) 8.00 1.000 1.00 4000 36.00 122949 oVcbgx = 0 (Avc/Avco)Yec,vYed,vYuc,vYub,vVbx (Sec. 17.5.1.2 & Eq. 17.7.2.1b) Avc (in2) Avco (in2) Vec,V Ved,v Ye,V Y�b,V Vbx (Ib) 0 0Vcbgx (Ib) 3420.00 5832.00 1.000 1.000 1.000 1.342 122949 0.70 67713 Shear parallel to edge in y-direction: Vbx = minJ7(/e/da)02�da a�fcca115; 9/ aVfcca11.51 (Eq. 17.7.2.2.1a & Eq. 17.7.2.2.1b) L (in) da (in) Aa fc (psi) cal (in) Vbx (Ib) 8.00 1.000 1.00 4000 20.00 50912 oVcbgy = 0 (2)(Avc/Avco)7xec,vYxed,vYe,vYxb,vVbx (Sec. 17.5.1.2, 17.7.2.1(c) & Eq. 17.7.2.1b) Avc (in2) Avco (in2) V'ec,v Yed,v Yo,v Y'b,v Vbx (Ib) 0 0Vcbgy (Ib) 1980.00 1800.00 1.000 1.000 1.000 1.000 50912 0.70 78404 10. Concrete Pnyout Strength of Anchor in Shear (Sec. 17.7.3) OVcpg = ohcpNcbg = Ohcp(ANcI ANco)V�ec,NV�ed,NVo,NVfcp,NNb (Sec. 17.5.1.2 & Eq. 17.7.3.1 b) k, ANc (in2) ANco (in2) V�ec,N Ved,N VqN Yep,N Nb (I b) 0 OVcpg (Ib) 2.0 4537.50 3600.00 1.000 1.000 1.000 1.000 149119 0.70 263133 11. Results Interaction of Tensile and Shear Forces (Sec. R17.8) Tension Factored Load, Nua (lb) Design Strength, eN� (lb) Ratio Status Steel 34046 54540 0.62 Pass Concrete breakout 84936 93060 0.91 Pass (Governs) Pullout 34046 86587 0.39 Pass Shear Factored Load, Vua (lb) Design Strength, OW (lb) Ratio Status Steel 3500 28360 0.12 Pass T Concrete breakout x+ 14000 67713 0.21 Pass (Governs) II Concrete breakout y+ 7000 78404 0.09 Pass (Governs) Pryout 14000 263133 0.05 Pass Interaction check (N,a/ON,a)513 (V,a/((1Vua)513 Combined Ratio Permissible Status Sec. R17.8 0.86 0.07 93.1 % 1.0 Pass PAB8H (1" 0) with hef = 20.000 inch meets the selected design criteria. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Anchor DesignerTM Software Version 3.2.2311.2 Company: Date: 9/8/2022 Engineer: Page: 6/6 Project: Address: Phone: E-mail: 12. Warnings - Per designer input, ductility requirements for tension have been determined to be satisfied — designer to verify. - Per designer input, ductility requirements for shear have been determined to be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Wood Framing Design • 615-1 L-4^J 6, Z) (- = 16) Ps F W lo� P - P J � In�►�i.l. tiv �l `I-17 -� 15 1�5F = b 153 Sps le vv? > _ 3 S r L� ND5 5pfiNS -rto L/V 4- 3L 41'r b y r wl -"I� k I y llmr S ra-yw►q-L-(— S S -0 1, ter , 12" IN rf 5Lv Ito 0 Oq STRUCTURAL ENGINEERING v PP _ JF T DAT 2Z-4>1 PRU1 DESIGN N � f'I ^ 'f N O 00 N 00 �00 SHEET • FU�� &N7 kvL-5 0 -- S-psr VVA-u, i 1- L-zr 16 H T Z2 � * 2 X (.0 � l u " pG -�t "TD P r L G07v N TO Imo/ F v\/ 5 CZ � s-S FLf • S(MP56fv /N (232"c Va = LG�/5ce�vv �l m pS0Ay —['c3 P I L D "-FL- 6 P -tom _ N^'F- a_v V,, [vP R- - D L On/ L EED C,EA - I ID FGI F Chi - Pi o FL-F It- li s� Ll SUec?--Js /N Z,x G t,Eb&e7- [7 � IVIU o� L2 � �� i� 4 COSTRUCTURAL ENGINEERING b I ti -4,&ryl l�tliil Z PROJECT PROJ { T � DESIGN SITE E T r, 2 N cD M 'f -r m os ry N .., W Q J aQ rn r F- •W Q LL } z 0 z W 3 to Stud Wall Design Based on 2005 NDS Combined Axial and Bending Formula and 2006 IBC: [fj/ ]` + fb/Fb'[1-(fjce)] < 1 in which: FEE = 0.822Emin'/(j,/d)2 QTY. Stud Size Species/Grade Stud Information: 1 2x6 W Hem Fir#2 I @ Plate Material: Hem Fir #2 1W ❑ Include Fire Rating Wall Height: 22.00 Axial Dead Load: 50 Axial Live Load: 0 Axial Snow Load: 0 Design Lateral Pressure(W or 0.7E): 5.0 Deflection Criteria: L/ 240 plf plf plf psf STUD CHECKS DCR ca/d 48 OK D + W or 0.7E 0.33 OK D + L 0.05 OK D + S 0.05 OK D + 0.75[L + W or 0.7E)] 0.25 OK D+0.75L+S+ Wor0.7E 0.25 OK Deflection*** 4 = 0.91 0.83 OK Plate Crushing 0.02 OK Spacing 16 in. oc. L/ 290