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REVIEWED BLD2021-0841+Structural_Calculations+6.16.2021_3.14.38_PM+2254170mom W=M= D C I E n G I In E E R S a Washington Oregon California 0' Texas aD Alaska Colorado Montana BLD2021-0841 RECEIVED Jun 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT _ Structural Calculations REVIEWED BY CITY OF EDMONDS Edmonds Mixed Use Building South Terrace Canopy 201 Main Street Edmonds, Washington jalvx �� SSIONAL �� DCI Job Number 10011-0079.01 June 16, 2021 Prepared for: Edmonds 2020 LLC 818 Stewart Street, Suite 1000I Seattle, Washington, 98101 Phone (208) 332-1900 S e r v i c e I n n o v a t i o n V a I u e = D C I Project No. A/ tV 1 W0211 E n G I fl E E R S 1 DO, 1 01 CITY OF EDMONDS Project j Date EPARTMENT �pw r1Ds� M IX CAI jSe- ^INa �Y q-I 12-1 Subject ► el I'I LA Pro f By G4d 5cv�� of Wnr�IL S-TU C,TUL4-�, D &s)(49 OF 4 Ko�i (>*W( -ro BE WON -F?) T�4E Sup�l-I 5)pe:- of -[)�t FX/5TrrJ6 5T(LvaAC- LoCk-W A�T "I h4-irA F-w aaos W f-. o,r ca-ToE tif � Inc ��� �v,►�� P� � �, � �h 6Y p LT, �--o 61 00it,&5 LT I p U 171 -T)4 E fL-00a s KE ?I- 6LA*S � t4r;w k OF IS vow RA H C-91 �E �2vP�str� rJ�v GA�1p� }��s F7i f-)(IS-P4cj f-tWVS IA 7 f C- P-' I S- Nei 2d l,PVM S .fib GD tiE A--T- (57) L4C.,JTJOaJ � C� ►.e-AJ � w rlS Co a 0ar-T" D M46 F07-Alli S �i U'At I -(}AC- E$15Ti aCI E+6VS k S� ,OA wFt M5)6OW 10 -T+IE oP (i1 tlq qn)6�1 -M -VN(CT 'rat►S C4-0�Df\f /,ts(51F (sflioua) DL' w+-t13 WmS `f i; (5F WT 3 � 50 66ftmS S, (o P5F �Ss %� f-�r H55 qxq VM-I 01-7 M�s� ► I PSr V�10D 93Mf4,�Kf C- �� = °,0°va lit I��(= 0,85 % } = lV, z F.sf = D C I Project No. A�P WO2,2 E n G I fl E E R S ( O n' I_ O 0,7q! d 1 CITY OF EDMONDS - Project Date EPARTMENT DNI OtJbS x�0 5� C4 � ��21 LI Subject CAdor"( ���� Byod b pod M = D C I Project No. un 1 �0po''2 Q E n E I fl E E R S 100 (1- 0 01 1 t 0( CITY OF EDMONDS DEPARTMENT Project ,p- w os f cv U� ��i{� DateS'21 12, I Subject W I t�o LOPS 106 By Net Pressure Coefficients .2.0 U � I (� 1 5 -- 0.9 S hdhr 51 y_1.0 0.5 <hA,r G0.9 Z hahr s OS g .0.s U 4 1/ I�VV 0.5 �C w Anh,1hr I z 1.0 1 10 100 1001) (0.1 10.9) (9.3) 192 9) Effective Wind Area ft= (ml) Notes I. Vertical scale denotes (GCpn) to be used with yh. 2. Horizontal scale denotes effective wind area. in ft2 (m). 3. Negative and positive signs signify uplitting and downward pressures. respectively. 4. Each component shall he designed for maximum positive and negative pressures. 5. Use linear interpolation for intermediate values of he/he. = Iq(1_Kr- x 0,1S = 1017 Psf N_ fiel0�6 Sot II -16 1.0V)6N MLferzoS1NV LTA r��o�5 U�, vi utFT ; UGC = —oils 90VA00" ? elC- f _ + 011S = D C I Project No. �u� 6214 E n G I fl E E R S I bD I' _ oO 1 O f CITY OF EDMONDS Project e �7�1 NtV USE �Of\( Dat12-1 Subject By I Wr 46� Ta Wi S, JW = `+ ww = H� loo (L� WpL"= 4()�-03F-C %?Lf `- b i W,,,,►�5�� v��= �f� P RECEIVED Jun 17 2021 5 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Y <Licensed Companp SK-2 cstainer Jun 04, 2021 at 07:02 AM Edmonds Canopy 1.r3d RECEIVED Jun 17 2021 6 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT v m 26 �^ N -rN r 3 M2 N 27 r � �79 ao 28 N 0 n�i 29 Mir Mr 1 0 30 31 2 M �23 N32 3 M �9 N23 N25 <Licensed Companp SK-1 cstainer Jun 04, 2021 at 07:01 AM Edmonds Canopy 1.r3d Company <Licensed Company> IIRISAO Designer cstainer Job Number ANEMETSCHEK COMPANY Model Name Nodes 614/0ECEIVED 11:11:30 AW 17 202117 Checked. MFEN SERVCES DERAFSTFIEFI� I ahpl X fftl Y fftl 7 fftl Temn rden F1 netarh Frnm Din__ 1 N 1 5.25 5 0 2 N2 42.75 5 0 3 N 3 12.75 5 0 4 N4 20.25 5 0 5 N 5 27.75 5 0 6 N6 35.25 5 0 7 N7 0 5 0 8 N8 0 0 0 9 N9 5.25 0 0 10 N10 12.75 0 0 11 N 11 20.25 0 0 12 N 12 27.75 0 0 13 N 13 35.25 0 0 14 N 14 42.75 0 0 15 N 15 0 4.33 0 16 N 16 5.25 4.33 0 17 N 17 12.75 4.33 0 18 N 18 20.25 4.33 0 19 N 19 27.75 4.33 0 20 N20 35.25 4.33 0 21 N21 42.75 4.33 0 22 N22 -1 4.33 0 23 N23 44.2 4.33 0 24 N24 -1 0 0 25 N25 44.2 0 0 26 N26 0 5 1.9 27 N27 5.25 5 1.9 28 N28 12.75 5 1.9 29 N29 20.25 5 1.9 30 N30 27.75 5 1.9 31 N31 35.25 5 1.9 32 N32 42.75 5 1.9 Boundary Conditions Node Lnhel X rk/inl Y fk/inl 7 fk/inl X Rot rk-ft/radl Y Rot rk-ft/radl 7 Rot rk-ft/radl 1 N26 Reaction Reaction Reaction Reaction Reaction Reaction 2 N27 Reaction Reaction Reaction Reaction Reaction Reaction 3 N28 Reaction Reaction Reaction Reaction Reaction Reaction 4 N29 Reaction Reaction Reaction Reaction Reaction Reaction 5 N30 Reaction Reaction Reaction Reaction Reaction Reaction 6 N31 Reaction Reaction Reaction Reaction Reaction Reaction 7 N32 Reaction Reaction Reaction Reaction Reaction Reaction Hot Rolled Steel Properties I ahel F rk.il G rksil Nu Therm_ C__ r)ensity rk___ Yield rksil Rv Fu rksil Rt 1 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 3 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.... 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.... 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 7 All085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3 Hot Rolled Steel Section Sets Label Shape Type Desi n List Material Des i n Rule Area in2 Iyy n° Izz in' J in° 1 1 Vert HSS6X4X61 Column I None A500 Gr.... T pica) 6.18 14.9 28.3 32.8 2 1 Horz HSS8X4X41 Beam I None A500 Gr.... Typical 5.24 14.4 42.5 35.3 RISA-3D.NET version 18.0.0.35935 [ Edmonds Canopy l Ad ] Pagel IIIRISA' A NEMETSCHEK COMPANY Company Designer Job Number Model Name <Licensed Company> cstainer 6/4/0ECEIVED 11:11:30 AW 17 20218 Checked. MFEN SERVCES DERAFSTFIEFI� Hot Rolled Steel Section Sets (Continued) Label Shaae Tvae Desian List Material Desian Rule Area fin21 Ivv fin41 Izz fin41 J fin°1 Primary Member Properties Label I Node J Node K Node Rotate(dea) Section/S... TVDe Desian List Material Desian Rule 1 M1 N1 N2 Horz Beam None A500 Gr.... Typical 2 M2 N1 N7 Horz Beam None A500 Gr.... Typical 3 M3 N7 N8 WT Beam None A36 Gr.36 Typical 4 M4 N1 N9 WT Beam None A36 Gr.36 Typical 5 M5 N3 N10 WT Beam None A36 Gr.36 Typical 6 M6 N4 N11 WT Beam None A36 Gr.36 Typical 7 M7 N5 N12 WT Beam None A36 Gr.36 Typical 8 M8 N6 N13 WT Beam None A36 Gr.36 Typical 9 M9 N2 N14 WT Beam None A36 Gr.36 Typical 10 M10 N22 N15 Glass BM Beam None A36 Gr.36 Typical 11 M11 N15 N16 Glass BM Beam None A36 Gr.36 Typical 12 M12 N16 N17 Glass BM Beam None A36 Gr.36 Typical 13 M13 N17 N18 Glass BM Beam None A36 Gr.36 Typical 14 M14 N18 N19 Glass BM Beam None A36 Gr.36 Typical 15 M15 N19 N20 Glass BM Beam None A36 Gr.36 Typical 16 M16 N20 N21 Glass BM Beam None A36 Gr.36 Typical 17 M17 N21 N23 Glass BM Beam None A36 Gr.36 Typical 18 M18 N24 N8 Glass BM Beam None A36 Gr.36 Typical 19 M19 N8 N9 Glass BM Beam None A36 Gr.36 Typical 20 M20 N9 N10 Glass BM Beam None A36 Gr.36 Typical 21 M21 N10 N11 Glass BM Beam None A36 Gr.36 Typical 22 M22 N11 N12 Glass BM Beam None A36 Gr.36 Typical 23 M23 N12 N13 Glass BM Beam None A36 Gr.36 Typical 24 M24 N13 N14 Glass BM Beam None A36 Gr.36 Typical 25 M25 N14 N25 Glass BM Beam None A36 Gr.36 Typical 26 M26 N7 N26 90 Vert Column None A500 Gr.... Typical 27 M27 N1 N27 90 Vert Column None A500 Gr.... Typical 28 M28 N3 N28 90 Vert Column None A500 Gr.... Typical 29 M29 N4 N29 90 Vert Column None A500 Gr.... Typical 30 M30 N5 N30 90 Vert Column None A500 Gr.... Typical 31 M31 N6 N31 90 Vert Column None A500 Gr.... Typical 32 M32 N2 N32 90 Vert Column None A500 Gr.... Typical DL MPmhPr I ahPl nirPntinn Start Mnnniturl___Fnd ManniturlP___Stnrt I ncatinn r___Fnd I ncatinn r(___ Inactive r(k_ k-f__ 1 M18 z -0.096 -0.096 0 %100 Active 2 M19 z -0.096 -0.096 0 %100 Active 3 M20 z -0.096 -0.096 0 %100 Active 4 M21 z -0.096 -0.096 0 %100 Active 5 M22 z -0.096 -0.096 0 %100 Active 6 M23 z -0.096 -0.096 0 %100 Active 7 M24 z -0.096 -0.096 0 %100 Active 8 M25 z -0.096 -0.096 0 %100 Active 9 M17 z -0.042 -0.042 0 %100 Active 10 M16 z -0.042 -0.042 0 %100 Active 11 M15 z -0.042 -0.042 0 %100 Active 12 M14 z -0.042 -0.042 0 %100 Active 13 M13 z -0.042 -0.042 0 %100 Active 14 M11 z -0.042 -0.042 0 %100 Active 15 M10 z -0.042 -0.042 0 %100 Active 16 M12 z -0.042 -0.042 0 %100 Active RISA-3D.NET version 18.0.0.35935 [ Edmonds Canopy 1.r3d ] Page 2 Company <Licensed Company> 11RISA6 Designer cstainer Job Number ANEMETSCHEK COMPANY Model Name Snow 61410ECEIVED 11:11:30 AW 17 20219 Checked. MFEN SERVCES DERAFSTFIEFI� Member Label Direction Start Ma nitud... End Magnitude ... Start Location ...End Location ... Inactive k, k-f... 1 M10 Z -0.044 -0.044 0 %100 Active 2 M11 Z -0.044 -0.044 0 %100 Active 3 M12 Z -0.044 -0.044 0 %100 Active 4 M14 Z -0.044 -0.044 0 %100 Active 5 M13 Z -0.044 -0.044 0 %100 Active 6 M15 Z -0.044 -0.044 0 %100 Active 7 M16 Z -0.044 -0.044 0 %100 Active 8 M17 Z -0.044 -0.044 0 %100 Active 9 M25 Z -0.1 -0.1 0 %100 Active 10 M24 Z -0.1 -0.1 0 %100 Active 11 M23 Z -0.1 -0.1 0 %100 Active 12 M22 Z -0.1 -0.1 0 %100 Active 13 M21 Z -0.1 -0.1 0 %100 Active 14 M20 Z -0.1 -0.1 0 %100 Active 15 M19 Z -0.1 -0.1 0 %100 Active 16 M18 Z -0.1 -0.1 0 %100 Active Basic Load Cases BLC Desc... Category X Gravity rav ty ravit Nodal Point Distributed Area Me... Surface P... 1 DL None 16 2 Snow None 16 Load Combinations De... So... PD... SR... BLC Fa... BLC Fa... BLC Fa... BLC Fa... BLC Fa... BLC Fa... BLC Fa... BLC Fa... BLC Fa... BLC Fa... 1 DL... Yes Y I 1 1 1 1 1 2 1 1 Node Reactions LC Node Label X k Y k Z k MX k-ft MY [k-ftj MZ k-ft 1 1 N26 0.059 -0.237 0.911 -4.711 -0.099 -0.044 2 1 N27 0.085 0.171 1.849 -5.961 -0.106 -0.072 3 1 N28 0.038 0.072 2.15 -7.419 -0.044 -0.065 4 1 N29 -0.007 0.012 2.144 -7.76 0.008 -0.036 5 1 N30 -0.042 0.018 2.142 -7.756 0.048 -0.018 6 1 N31 -0.091 0.096 2.188 -7.315 0.097 0.016 7 1 N32 -0.042 -0.132 1.362 -5.87 0.106 -0.074 8 1 Totals: 0 0 12.746 9 1 COG (ft): X: 21.6 Y: 1.32 Z: 0 Node Deflections LC Node Label X in Yin Z in X Rotation r... Y Rotation r... Z Rotation r... 1 1 N 1 0 0.055 0 4.852e-03 1.056e-05 5.413e-05 2 1 N2 0 0.052 0 4.55e-03 -2.739e-05 5.539e-05 3 1 N3 0 0.067 0 5.934e-03 3.426e-06 4.842e-05 4 1 N4 0 0.07 0 6.159e-03 -3.915e-07 2.724e-05 5 1 N5 0 0.07 0 6.161 a-03 -3.551 a-06 1.344e-05 6 1 N6 0 0.067 0 5.87e-03 -4.784e-06 -1.206e-05 7 1 N7 0 0.041 0 3.552e-03 1.779e-05 3.32e-05 8 1 N8 -0.002 0.041 -0.267 4.849e-03 2.218e-03 -3.746e-05 9 1 N9 0 0.055 -0.389 7.201 a-03 1.721 e-03 -1.873e-05 10 1 N10 0.002 0.067 -0.473 8.762e-03 3.732e-04 2.879e-05 11 1 N 11 0.002 0.07 -0.487 8.987e-03 3.226e-05 3.957e-05 12 1 N12 0.002 0.07 -0.487 9.003e-03 -1.836e-05 3.636e-05 13 1 N 13 0.003 0.067 -0.469 8.691 a-03 -5.357e-04 6.015e-05 14 1 N14 0.007 0.052 -0.35 6.4e-03 -2.357e-03 1.157e-04 15 1 N15 0 0.041 -0.03 3.883e-03 2.978e-04 1.409e-05 16 1 N16 0 0.055 -0.042 5.454e-03 2.206e-04 3.163e-05 RISA-3D.NET version 18.0.0.35935 [ Edmonds Canopy 1.r3d ] Page 3 IIIRISA' A NEMETSCHEK COMPANY Company Designer Job Number Model Name <Licensed Company> cstainer 61410ECEIVED 11:11:30 AW 17 20110 Checked. MFEN SERVCES DERAFSTFIEFI� Node Deflections (Continued) I C Nndt- I ahPl X finl Y finl 7 finl X Rntatinn rr_ _ _ Y Rntatinn Fr _ _ _ 7 Rntatinn Fr_ 17 1 N 17 0 0.067 -0.052 6.658e-03 4.331 a-05 4.355e-05 18 1 N18 0 0.07 -0.053 6.882e-03 9.421e-06 3.105e-05 19 1 N19 0 0.07 -0.054 6.888e-03 -1.52e-05 2.021e-05 20 1 N20 0 0.067 -0.051 6.593e-03 -2.376e-05 7.003e-06 21 1 N21 0 0.052 -0.039 5.023e-03 -4.496e-04 7.394e-05 22 1 N22 0 0.041 -0.027 3.883e-03 2.9e-04 1.409e-05 23 1 N23 0 0.054 -0.032 5.023e-03 -4.256e-04 7.394e-05 24 1 N24 -0.002 0.042 -0.24 4.849e-03 2.2e-03 -3.746e-05 25 1 N25 0.007 0.054 -0.31 6.4e-03 -2.303e-03 1.157e-04 26 1 N26 0 0 0 0 0 0 27 1 N27 0 0 0 0 0 0 28 1 N28 0 0 0 0 0 0 29 1 N29 0 0 0 0 0 0 30 1 N30 0 0 0 0 0 0 31 1 N31 0 0 0 0 0 0 32 1 N32 0 0 0 0 0 0 Member Section Forces LC Member La... Sec Axial fkl v Shear fkl z Shear fkl Toraue fk-ftl v-v Momen... z-z Momen... 1 1 M 1 1 -0.242 -0.009 0.043 -0.394 -0.16 -0.041 2 2 -0.183 -0.002 -0.003 -0.082 0.013 -0.008 3 3 -0.145 0.003 -0.01 0 0.004 -0.003 4 4 -0.154 0.006 -0.02 0.106 -0.029 -0.012 5 5 -0.214 0.021 -0.086 0.481 -0.342 -0.098 6 1 M2 1 -0.056 0.033 0.158 -0.677 -0.405 0.076 7 2 -0.056 0.033 0.158 -0.677 -0.198 0.033 8 3 -0.056 0.033 0.158 -0.677 0.009 -0.009 9 4 -0.056 0.033 0.158 -0.677 0.216 -0.052 10 5 -0.056 0.033 0.158 -0.677 0.423 -0.095 11 1 M3 1 0.079 0.944 -0.114 0.082 0.379 3.589 12 2 0.043 0.683 -0.119 0.087 0.331 2.563 13 3 0.043 0.683 -0.119 0.087 0.182 1.71 14 4 0.043 0.683 -0.119 0.087 0.033 0.856 15 5 0.043 0.683 -0.119 0.087 -0.115 0.003 16 1 M4 1 -0.056 1.825 -0.271 0.061 0.492 6.581 17 2 -0.03 1.237 -0.14 0.068 0.361 4.638 18 3 -0.03 1.237 -0.14 0.068 0.186 3.092 19 4 -0.03 1.237 -0.14 0.068 0.011 1.545 20 5 -0.03 1.237 -0.14 0.068 -0.164 -0.001 21 1 M5 1 -0.026 2.143 0.021 0.012 0.08 7.888 22 2 -0.014 1.49 -0.038 0.015 0.101 5.587 23 3 -0.014 1.49 -0.038 0.015 0.054 3.725 24 4 -0.014 1.49 -0.038 0.015 0.006 1.862 25 5 -0.014 1.49 -0.038 0.015 -0.042 0 26 1 M6 1 -0.006 2.139 0.045 0.003 -0.083 7.885 27 2 -0.004 1.49 0.022 0.001 -0.058 5.588 28 3 -0.004 1.49 0.022 0.001 -0.031 3.725 29 4 -0.004 1.49 0.022 0.001 -0.003 1.863 30 5 -0.004 1.49 0.022 0.001 0.024 0 31 1 M7 1 -0.008 2.139 0.032 -0.003 -0.132 7.918 32 2 -0.006 1.498 0.047 0 -0.119 5.616 33 3 -0.006 1.498 0.047 0 -0.06 3.744 34 4 -0.006 1.498 0.047 0 -0.002 1.872 35 5 -0.006 1.498 0.047 0 0.057 0 36 1 M8 1 -0.03 2.173 0.031 -0.006 -0.35 7.891 37 2 -0.015 1.487 0.129 -0.023 -0.351 5.573 38 3 -0.015 1.487 0.129 -0.023 -0.19 3.715 39 4 -0.015 1.487 0.129 -0.023 -0.028 1.856 RISA-3D.NET version 18.0.0.35935 [ Edmonds Canopy 1 Ad ] Page 4 Company <Licensed Company> IIRISAO Designer cstainer Job Number ANEMETSCHEK COMPANY Model Name Member Section Forces (Continued) 61410ECEIVED 11:11:30 AW 17 20111 Checked. MFEN SERVCES DERAFSTFIEFI� LC Member La... Sec Axial [k] y Shear [k] z Shear [k] Torque [k-ft] y-y Momen... z-z Momen... 40 5 -0.015 1.487 0.129 -0.023 0.133 -0.002 41 1 M9 1 0.047 1.383 0.256 -0.123 -0.416 5.147 42 2 0.025 0.975 0.099 -0.086 -0.273 3.656 43 3 0.025 0.975 0.099 -0.086 -0.149 2.438 44 4 0.025 0.975 0.099 -0.086 -0.024 1.219 45 5 0.025 0.975 0.099 -0.086 0.1 0.001 46 1 M10 1 0 0 0 0 0 0 47 2 0 -0.021 0 0 0 0.003 48 3 0 -0.043 0 0 0 0.011 49 4 0 -0.064 0 0 0 0.024 50 5 0 -0.086 0 0 0 0.043 51 1 Mil 1 -0.004 0.175 0.036 -0.004 -0.098 0.637 52 2 -0.004 0.062 0.036 -0.004 -0.05 -0.118 53 3 -0.004 -0.051 0.036 -0.004 -0.002 -0.126 54 4 -0.004 -0.164 0.036 -0.004 0.046 0.015 55 5 -0.004 -0.277 0.036 -0.004 0.093 0.304 56 1 M12 1 0.127 0.312 0.01 -0.002 -0.038 0.321 57 2 0.127 0.151 0.01 -0.002 -0.02 -0.113 58 3 0.127 -0.011 0.01 -0.002 0 -0.245 59 4 0.127 -0.172 0.01 -0.002 0.018 -0.074 60 5 0.127 -0.333 0.01 -0.002 0.037 0.4 61 1 M 13 1 0.067 0.32 -0.002 0 0.007 0.386 62 2 0.067 0.159 -0.002 0 0.004 -0.063 63 3 0.067 -0.002 -0.002 0 0.001 -0.21 64 4 0.067 -0.164 -0.002 0 -0.002 -0.054 65 5 0.067 -0.325 -0.002 0 -0.005 0.404 66 1 M14 1 0.044 0.324 -0.003 0 0.014 0.402 67 2 0.044 0.162 -0.003 0 0.007 -0.054 68 3 0.044 0.001 -0.003 0 0 -0.208 69 4 0.044 -0.16 -0.003 0 -0.005 -0.059 70 5 0.044 -0.321 -0.003 0 -0.012 0.393 71 1 M 15 1 0.059 0.32 -0.006 0 0.024 0.392 72 2 0.059 0.159 -0.006 0 0.013 -0.057 73 3 0.059 -0.002 -0.006 0 0.001 -0.204 74 4 0.059 -0.164 -0.006 0 -0.011 -0.048 75 5 0.059 -0.325 -0.006 0 -0.022 0.41 76 1 M16 1 0.157 0.361 -0.021 0.002 0.074 0.445 77 2 0.157 0.2 -0.021 0.002 0.034 -0.081 78 3 0.157 0.039 -0.021 0.002 -0.006 -0.305 79 4 0.157 -0.123 -0.021 0.002 -0.046 -0.226 80 5 0.157 -0.284 -0.021 0.002 -0.086 0.155 81 1 M 17 1 0 0.125 0 0 0 0.09 82 2 0 0.094 0 0 0 0.051 83 3 0 0.062 0 0 0 0.023 84 4 0 0.031 0 0 0 0.006 85 5 0 0 0 0 0 0 86 1 M18 1 0 0 0 0 0 0 87 2 0 -0.049 0 0 0 0.006 88 3 0 -0.098 0 0 0 0.025 89 4 0 -0.147 0 0 0 0.055 90 5 0 -0.196 0 0 0 0.098 91 1 M 19 1 0.119 0.487 0.043 -0.01 -0.115 0.206 92 2 0.119 0.23 0.043 -0.01 -0.059 -0.265 93 3 0.119 -0.028 0.043 -0.01 -0.002 -0.397 94 4 0.119 -0.285 0.043 -0.01 0.054 -0.192 95 5 0.119 -0.542 0.043 -0.01 0.111 0.35 96 1 M20 1 0.259 0.695 0.013 -0.004 -0.053 0.443 97 2 0.259 0.328 0.013 -0.004 -0.029 -0.517 RISA-3D.NET version 18.0.0.35935 [ Edmonds Canopy 1.r3d ] Page 5 Company <Licensed Company> IIRISAO Designer cstainer Job Number ANEMETSCHEK COMPANY Model Name Member Section Forces (Continued) 61410ECEIVED 11:11:30 AW 17 20112 Checked. MFEN SERVCES DERAFSTFIEFI� LC Member La... Sec Axial [k] y Shear [k] z Shear [k] Torque [k-ft] y-y Momen... z-z Momen... 98 3 0.259 -0.04 0.013 -0.004 -0.004 -0.787 99 4 0.259 -0.407 0.013 -0.004 0.021 -0.368 100 5 0.259 -0.775 0.013 -0.004 0.046 0.74 101 1 M21 1 0.297 0.715 -0.001 0 0.003 0.762 102 2 0.297 0.348 -0.001 0 0.001 -0.235 103 3 0.297 -0.02 -0.001 0 0 -0.542 104 4 0.297 -0.387 -0.001 0 -0.003 -0.161 105 5 0.297 -0.755 -0.001 0 -0.005 0.91 106 1 M22 1 0.275 0.735 -0.005 0 0.019 0.907 107 2 0.275 0.368 -0.005 0 0.01 -0.127 108 3 0.275 0 -0.005 0 0 -0.472 109 4 0.275 -0.367 -0.005 0 -0.009 -0.128 110 5 0.275 -0.735 -0.005 0 -0.019 0.906 111 1 M23 1 0.228 0.763 -0.011 0 0.038 0.897 112 2 0.228 0.395 -0.011 0 0.018 -0.188 113 3 0.228 0.028 -0.011 0 -0.002 -0.585 114 4 0.228 -0.34 -0.011 0 -0.022 -0.293 115 5 0.228 -0.707 -0.011 0 -0.042 0.689 116 1 M24 1 0.099 0.78 -0.025 0.005 0.091 0.643 117 2 0.099 0.412 -0.025 0.005 0.043 -0.474 118 3 0.099 0.045 -0.025 0.005 -0.005 -0.902 119 4 0.099 -0.323 -0.025 0.005 -0.052 -0.641 120 5 0.099 -0.69 -0.025 0.005 -0.1 0.31 121 1 M25 1 0 0.284 0 0 0 0.206 122 2 0 0.213 0 0 0 0.116 123 3 0 0.142 0 0 0 0.052 124 4 0 0.071 0 0 0 0.013 125 5 0 0 0 0 0 0 126 1 M26 1 -0.911 -0.059 0.234 0.044 4.266 -0.013 127 2 -0.911 -0.059 0.234 0.044 4.377 0.015 128 3 -0.911 -0.059 0.234 0.044 4.488 0.043 129 4 -0.911 -0.059 0.234 0.044 4.6 0.071 130 5 -0.911 -0.059 0.234 0.044 4.711 0.099 131 1 M27 1 -1.849 -0.085 -0.178 0.072 6.299 -0.055 132 2 -1.849 -0.085 -0.178 0.072 6.215 -0.015 133 3 -1.849 -0.085 -0.178 0.072 6.13 0.025 134 4 -1.849 -0.085 -0.178 0.072 6.046 0.066 135 5 -1.849 -0.085 -0.178 0.072 5.961 0.106 136 1 M28 1 -2.15 -0.038 -0.082 0.065 7.575 -0.027 137 2 -2.15 -0.038 -0.082 0.065 7.536 -0.01 138 3 -2.15 -0.038 -0.082 0.065 7.497 0.008 139 4 -2.15 -0.038 -0.082 0.065 7.458 0.026 140 5 -2.15 -0.038 -0.082 0.065 7.419 0.044 141 1 M29 1 -2.144 0.007 -0.023 0.036 7.803 0.006 142 2 -2.144 0.007 -0.023 0.036 7.792 0.002 143 3 -2.144 0.007 -0.023 0.036 7.781 0 144 4 -2.144 0.007 -0.023 0.036 7.771 -0.004 145 5 -2.144 0.007 -0.023 0.036 7.76 -0.008 146 1 M30 1 -2.142 0.042 -0.029 0.018 7.811 0.031 147 2 -2.142 0.042 -0.029 0.018 7.797 0.011 148 3 -2.142 0.042 -0.029 0.018 7.784 -0.009 149 4 -2.142 0.042 -0.029 0.018 7.77 -0.028 150 5 -2.142 0.042 -0.029 0.018 7.756 -0.048 151 1 M31 1 -2.188 0.091 -0.106 -0.016 7.517 0.075 152 2 -2.188 0.091 -0.106 -0.016 7.466 0.032 153 3 -2.188 0.091 -0.106 -0.016 7.416 -0.011 154 4 -2.188 0.091 -0.106 -0.016 7.365 -0.054 155 5 -2.188 0.091 -0.106 -0.016 7.315 -0.097 RISA-3D.NET version 18.0.0.35935 [ Edmonds Canopy 1.r3d ] Page 6 Company <Licensed Company> IIRISAO Designer cstainer Job Number ANEMETSCHEK COMPANY Model Name 61410ECEIVED 11:11:30 AW 17 20113 Checked. MFEN SERVCES DERAFSTFIEFI� Member Section Forces (Continued) I C Memher I a___ Sec Axial fkl v Shear fkl 7 Shear fkl Tornue fk-ftl v-v MnmPn7-7 MnmPn___ 156 1 M32 1 -1.362 0.042 0.127 0.074 5.628 -0.026 157 2 -1.362 0.042 0.127 0.074 5.689 -0.046 158 3 -1.362 0.042 0.127 0.074 5.749 -0.066 159 4 -1.362 0.042 0.127 0.074 5.81 -0.086 160 5 -1.362 0.042 0.127 0.074 5.87 -0.106 Maximum Member Section Forces LC Memb... Axial rkl Loc rftl v She... Loc rftl z She._ Loc rftl Torou... Loc rftl v-v M... Loc rftl 7-7 M._ Loc rftl 1 1 M1 max -0.145 22.266 0.021 37.5 0.043 7.422 0.481 37.5 0.294 30.078 0.055 30.078 2 min -0.242 0 -0.009 0 -0.086 30.078 -0.394 0 -0.342 37.5 -0.098 37.5 3 1 M2 max -0.056 5.25 0.033 5.25 0.158 5.25 -0.677 5.25 0.423 5.25 0.076 0 4 min -0.056 0 0.033 0 0.158 0 -0.677 0 -0.405 0 -0.095 5.25 5 1 M3 max 0.079 0.625 0.944 0.625 -0.114 0.625 0.087 5 0.399 0.677 3.589 0 6 min 0.043 0.677 0.683 0.677 -0.119 0.677 0.082 0 -0.115 5 0.003 5 7 1 M4 max -0.03 5 1.825 0.625 -0.14 5 0.068 5 0.492 0 6.581 0 8 min -0.056 0 1.237 0.677 -0.271 0 0.061 0 -0.164 5 -0.001 5 9 1 M5 max -0.014 5 2.143 0.625 0.021 0.625 0.015 5 0.123 0.677 7.888 0 10 min -0.026 0 1.49 0.677 -0.038 0.677 0.012 0 -0.042 5 0 5 11 1 M6 max -0.004 5 2.139 0.625 0.045 0.625 0.003 0.625 0.024 5 7.885 0 12 min -0.006 0 1.49 0.677 0.022 0.677 0.001 0.677 -0.083 0 0 5 13 1 M7 max -0.006 5 2.139 0.625 0.047 5 0 5 0.057 5 7.918 0 14 min -0.008 0 1.498 0.677 0.032 0 -0.003 0 -0.146 0.677 0 5 15 1 M8 max -0.015 5 2.173 0.625 0.129 5 -0.006 0.625 0.133 5 7.891 0 16 min -0.03 0 1.487 0.677 0.031 0 -0.023 0.677 -0.425 0.677 -0.002 5 17 1 M9 max 0.047 0.625 1.383 0.625 0.256 0.625 -0.086 5 0.1 5 5.147 0 18 min 0.025 0.677 0.975 0.677 0.099 0.677 -0.123 0 -0.416 0 0.001 5 19 1 M10 max 0 1 0 0 0 1 0 1 0 1 0.043 1 20 min 0 0 -0.086 1 0 0 0 0 0 0 0 0 21 1 M11 max -0.004 5.25 0.175 0 0.036 5.25 -0.004 5.25 0.093 5.25 0.304 5.25 22 min -0.004 0 -0.277 5.25 0.036 0 -0.004 0 -0.098 0 -0.141 2.023 23 1 M12 max 0.127 7.5 0.312 0 0.01 7.5 -0.002 7.5 0.037 7.5 0.4 7.5 24 min 0.127 0 -0.333 7.5 0.01 0 -0.002 0 -0.038 0 -0.245 3.594 25 1 M13 max 0.067 7.5 0.32 0 -0.002 7.5 0 7.5 0.007 0 0.404 7.5 26 min 0.067 0 -0.325 7.5 -0.002 0 0 0 -0.005 7.5 -0.21 3.75 27 1 M14 max 0.044 7.5 0.324 0 -0.003 7.5 0 7.5 0.014 0 0.402 0 28 min 0.044 0 -0.321 7.5 -0.003 0 0 0 -0.012 7.5 -0.208 3.75 29 1 M15 max 0.059 7.5 0.32 0 -0.006 7.5 0 7.5 0.024 0 0.41 7.5 30 min 0.059 0 -0.325 7.5 -0.006 0 0 0 -0.022 7.5 -0.204 3.75 31 1 M16 max 0.157 7.5 0.361 0 -0.021 7.5 0.002 7.5 0.074 0 0.445 0 32 min 0.157 0 -0.284 7.5 -0.021 0 0.002 0 -0.086 7.5 -0.314 4.219 33 1 M17 max 0 1.45 0.125 0 0 1.45 0 1.45 0 1.45 0.09 0 34 min 0 0 0 1.45 0 0 0 0 0 0 0 1.45 35 1 M18 max 0 1 0 0 0 1 0 1 0 1 0.098 1 36 min 0 0 -0.196 1 0 0 0 0 0 0 0 0 37 1 M19 max 0.119 5.25 0.487 0 0.043 5.25 -0.01 5.25 0.111 5.25 0.35 5.25 38 min 0.119 0 -0.542 5.25 0.043 0 -0.01 0 -0.115 0 -0.399 2.461 39 1 M20 max 0.259 7.5 0.695 0 0.013 7.5 -0.004 7.5 0.046 7.5 0.74 7.5 40 min 0.259 0 -0.775 7.5 0.013 0 -0.004 0 -0.053 0 -0.791 3.516 41 1 M21 max 0.297 7.5 0.715 0 -0.001 7.5 0 7.5 0.003 0 0.91 7.5 42 min 0.297 0 -0.755 7.5 -0.001 0 0 0 -0.005 7.5 -0.543 3.672 43 1 M22 max 0.275 7.5 0.735 0 -0.005 7.5 0 7.5 0.019 0 0.907 0 44 min 0.275 0 -0.735 7.5 -0.005 0 0 0 -0.019 7.5 -0.472 3.75 45 1 M23 max 0.228 7.5 0.763 0 -0.011 7.5 0 7.5 0.038 0 0.897 0 46 min 0.228 0 -0.707 7.5 -0.011 0 0 0 -0.042 7.5 -0.587 3.906 47 1 M24 max 0.099 7.5 0.78 0 -0.025 7.5 0.005 7.5 0.091 0 0.643 0 48 min 0.099 0 -0.69 7.5 -0.025 0 0.005 0 -0.1 7.5 -0.907 3.984 49 1 M25 max 0 1.45 0.284 0 0 1.45 0 1.45 0 1.45 0.206 0 50 min 0 0 0 1.45 0 0 0 0 0 0 0 1.45 RISA-3D.NET version 18.0.0.35935 [ Edmonds Canopy 1.r3d ] Page 7 IIIRISA' A NEMETSCHEK COMPANY Company Designer Job Number Model Name <Licensed Company> cstainer 61410ECEIVED 11:11:30 AW 17 244 Checked. MFEN SERVCES DERAFSTFIEFI� Maximum Member Section Forces (Continued) I C MPmh___ Axial rkl I nr. rftl v ShP__ I or. rftl 7 ShP__ I nc rftl Tnrnu___ I or. rftl v-v M___ I nr. rffl 7-7 M___ I nr. fftl 51 1 M26 max -0.911 1.9 -0.059 1.9 0.234 1.9 0.044 1.9 4.711 1.9 0.099 1.9 52 min -0.911 0 -0.059 0 0.234 0 0.044 0 4.266 0 -0.013 0 53 1 M27 max -1.849 1.9 -0.085 1.9 -0.178 1.9 0.072 1.9 6.299 0 0.106 1.9 54 min -1.849 0 -0.085 0 -0.178 0 0.072 0 5.961 1.9 -0.055 0 55 1 M28 max -2.15 1.9 -0.038 1.9 -0.082 1.9 0.065 1.9 7.575 0 0.044 1.9 56 min -2.15 0 -0.038 0 -0.082 0 0.065 0 7.419 1.9 -0.027 0 57 1 M29 max -2.144 1.9 0.007 1.9 -0.023 1.9 0.036 1.9 7.803 0 0.006 0 58 min -2.144 0 0.007 0 -0.023 0 0.036 0 7.76 1.9 -0.008 1.9 59 1 M30 max -2.142 1.9 0.042 1.9 -0.029 1.9 0.018 1.9 7.811 0 0.031 0 60 min -2.142 0 0.042 0 -0.029 0 0.018 0 7.756 1.9 -0.048 1.9 61 1 M31 max -2.188 1.9 0.091 1.9 -0.106 1.9 -0.016 1.9 7.517 0 0.075 0 62 min -2.188 0 0.091 0 -0.106 0 -0.016 0 7.315 1.9 -0.097 1.9 63 1 M32 max -1.362 1.9 0.042 1.9 0.127 1.9 0.074 1.9 5.87 1.9 -0.026 0 64 min -1.362 0 0.042 0 0.127 0 0.074 0 5.628 0 -0.106 1.9 Member End Reactions LC Member La... Member End Axial rkl v Shear rkl z Shear rkl Torque rk-ftl v-v Momen... 7-7 Momen... 1 1 M 1 1 -0.242 -0.009 0.043 -0.394 -0.16 -0.041 2 J -0.214 0.021 -0.086 0.481 -0.342 -0.098 3 1 M2 1 -0.056 0.033 0.158 -0.677 -0.405 0.076 4 J -0.056 0.033 0.158 -0.677 0.423 -0.095 5 1 M3 1 0.079 0.944 -0.114 0.082 0.379 3.589 6 J 0.043 0.683 -0.119 0.087 -0.115 0.003 7 1 M4 1 -0.056 1.825 -0.271 0.061 0.492 6.581 8 J -0.03 1.237 -0.14 0.068 -0.164 -0.001 9 1 M5 1 -0.026 2.143 0.021 0.012 0.08 7.888 10 J -0.014 1.49 -0.038 0.015 -0.042 0 11 1 M6 1 -0.006 2.139 0.045 0.003 -0.083 7.885 12 J -0.004 1.49 0.022 0.001 0.024 0 13 1 M7 1 -0.008 2.139 0.032 -0.003 -0.132 7.918 14 J -0.006 1.498 0.047 0 0.057 0 15 1 M8 1 -0.03 2.173 0.031 -0.006 -0.35 7.891 16 J -0.015 1.487 0.129 -0.023 0.133 -0.002 17 1 M9 1 0.047 1.383 0.256 -0.123 -0.416 5.147 18 J 0.025 0.975 0.099 -0.086 0.1 0.001 19 1 M10 1 0 0 0 0 0 0 20 J 0 -0.086 0 0 0 0.043 21 1 Mil 1 -0.004 0.175 0.036 -0.004 -0.098 0.037 22 J -0.004 -0.277 0.036 -0.004 0.093 0.304 23 1 M12 1 0.127 0.312 0.01 -0.002 -0.038 0.321 24 J 0.127 -0.333 0.01 -0.002 0.037 0.4 25 1 M 13 1 0.067 0.32 -0.002 0 0.007 0.386 26 J 0.067 -0.325 -0.002 0 -0.005 0.404 27 1 M14 1 0.044 0.324 -0.003 0 0.014 0.402 28 J 0.044 -0.321 -0.003 0 -0.012 0.393 29 1 M 15 1 0.059 0.32 -0.006 0 0.024 0.392 30 J 0.059 -0.325 -0.006 0 -0.022 0.41 31 1 M 16 1 0.157 0.361 -0.021 0.002 0.074 0.445 32 J 0.157 -0.284 -0.021 0.002 -0.086 0.155 33 1 M 17 1 0 0.125 0 0 0 0.09 34 J 0 0 0 0 0 0 35 1 M18 1 0 0 0 0 0 0 36 J 0 -0.196 0 0 0 0.098 37 1 M 19 1 0.119 0.487 0.043 -0.01 -0.115 0.206 38 J 0.119 -0.542 0.043 -0.01 0.111 0.35 39 1 M20 1 0.259 0.695 0.013 -0.004 -0.053 0.443 40 J 0.259 -0.775 0.013 -0.004 0.046 0.74 41 1 M21 1 0.297 0.715 -0.001 0 0.003 0.762 RISA-3D.NET version 18.0.0.35935 [ Edmonds Canopy 1 Ad ] Page 8 IIIRISA' A NEMETSCHEK COMPANY Company Designer Job Number Model Name <Licensed Company> cstainer 61410ECEIVED 11:11:30 AW 17 20115 Checked. MFEN SERVCES DERAFSTFIEFI� Member End Reactions (Continued) I C MPmhPr I a___ MPmher Fnd Axial rkl v Shear fkl 7 Shear fkl TornuP fk-ffl v-v MnmPn___ za MnmPn___ 42 J 0.297 -0.755 -0.001 0 -0.005 0.91 43 1 M22 1 0.275 0.735 -0.005 0 0.019 0.907 44 J 0.275 -0.735 -0.005 0 -0.019 0.906 45 1 M23 1 0.228 0.763 -0.011 0 0.038 0.897 46 J 0.228 -0.707 -0.011 0 -0.042 0.689 47 1 M24 1 0.099 0.78 -0.025 0.005 0.091 0.643 48 J 0.099 -0.69 -0.025 0.005 -0.1 0.31 49 1 M25 1 0 0.284 0 0 0 0.206 50 J 0 0 0 0 0 0 51 1 M26 1 -0.911 -0.059 0.234 0.044 4.266 -0.013 52 J -0.911 -0.059 0.234 0.044 4.711 0.099 53 1 M27 1 -1.849 -0.085 -0.178 0.072 6.299 -0.055 54 J -1.849 -0.085 -0.178 0.072 5.961 0.106 55 1 M28 1 -2.15 -0.038 -0.082 0.065 7.575 -0.027 56 J -2.15 -0.038 -0.082 0.065 7.419 0.044 57 1 M29 1 -2.144 0.007 -0.023 0.036 7.803 0.006 58 J -2.144 0.007 -0.023 0.036 7.76 -0.008 59 1 M30 1 -2.142 0.042 -0.029 0.018 7.811 0.031 60 J -2.142 0.042 -0.029 0.018 7.756 -0.048 61 1 M31 1 -2.188 0.091 -0.106 -0.016 7.517 0.075 62 J -2.188 0.091 -0.106 -0.016 7.315 -0.097 63 1 M32 1 -1.362 0.042 0.127 0.074 5.628 -0.026 64 J -1.362 0.042 0.127 0.074 5.87 -0.106 Member Section Stresses LC Memher L .. Sec Axial rksil v Shear rksilz Shear rksil v ton Ben... v hot Ben_. z ton Ben--- z hot Ben- -- 1 1 M 1 1 -0.046 -0.003 0.028 0.046 -0.046 -0.266 0.266 2 2 -0.035 0 -0.002 0.008 -0.008 0.021 -0.021 3 3 -0.028 0 -0.006 0.003 -0.003 0.007 -0.007 4 4 -0.029 0.002 -0.013 0.014 -0.014 -0.048 0.048 5 5 -0.041 0.006 -0.056 0.11 -0.11 -0.57 0.57 6 1 M2 1 -0.011 0.01 0.102 -0.086 0.086 -0.674 0.674 7 2 -0.011 0.01 0.102 -0.038 0.038 -0.329 0.329 8 3 -0.011 0.01 0.102 0.011 -0.011 0.015 -0.015 9 4 -0.011 0.01 0.102 0.059 -0.059 0.36 -0.36 10 5 -0.011 0.01 0.102 0.107 -0.107 0.705 -0.705 11 1 M3 1 0.007 0.31 -0.016 -1.453 6.031 0.31 -0.31 12 2 0.004 0.224 -0.017 -1.038 4.308 0.27 -0.27 13 3 0.004 0.224 -0.017 -0.692 2.873 0.149 -0.149 14 4 0.004 0.224 -0.017 -0.347 1.439 0.027 -0.027 15 5 0.004 0.224 -0.017 -0.001 0.004 -0.094 0.094 16 1 M4 1 -0.005 0.6 -0.038 -2.664 11.061 0.402 -0.402 17 2 -0.002 0.407 -0.019 -1.878 7.794 0.295 -0.295 18 3 -0.002 0.407 -0.019 -1.252 5.196 0.152 -0.152 19 4 -0.002 0.407 -0.019 -0.626 2.597 0.009 -0.009 20 5 -0.002 0.407 -0.019 0 -0.002 -0.134 0.134 21 1 M5 1 -0.002 0.704 0.003 -3.193 13.256 0.065 -0.065 22 2 -0.001 0.49 -0.005 -2.262 9.39 0.083 -0.083 23 3 -0.001 0.49 -0.005 -1.508 6.259 0.044 -0.044 24 4 -0.001 0.49 -0.005 -0.754 3.129 0.005 -0.005 25 5 -0.001 0.49 -0.005 0 -0.001 -0.035 0.035 26 1 M6 1 0 0.703 0.006 -3.192 13.251 -0.068 0.068 27 2 0 0.49 0.003 -2.262 9.39 -0.048 0.048 28 3 0 0.49 0.003 -1.508 6.26 -0.025 0.025 29 4 0 0.49 0.003 -0.754 3.13 -0.003 0.003 30 5 0 0.49 0.003 0 0 0.02 -0.02 31 1 M7 1 0 0.703 0.004 -3.206 13.307 -0.108 0.108 32 2 0 0.492 0.007 -2.274 9.438 -0.097 0.097 RISA-3D.NET version 18.0.0.35935 [ Edmonds Canopy 1.r3d ] Page 9 Company <Licensed Company> IIRISAO Designer cstainer Job Number ANEMETSCHEK COMPANY Model Name Member Section Stresses (Continued) 61410ECEIVED 11:11:30 AW 17 20116 Checked. MFEN SERVCES DERAFSTFIEFI� LC Member L... Sec Axial [ksi] y Shear [ksi]z Shear [ksij y top Ben... y bot Ben... z top Ben... z bot Ben... 33 3 0 0.492 0.007 -1.516 6.292 -0.049 0.049 34 4 0 0.492 0.007 -0.758 3.146 -0.001 0.001 35 5 0 0.492 0.007 0 0 0.047 -0.047 36 1 M8 1 -0.002 0.714 0.004 -3.195 13.262 -0.286 0.286 37 2 -0.001 0.489 0.018 -2.256 9.366 -0.287 0.287 38 3 -0.001 0.489 0.018 -1.504 6.243 -0.155 0.155 39 4 -0.001 0.489 0.018 -0.751 3.119 -0.023 0.023 40 5 -0.001 0.489 0.018 0 -0.004 0.109 -0.109 41 1 M9 1 0.004 0.455 0.036 -2.084 8.65 -0.341 0.341 42 2 0.002 0.32 0.014 -1.48 6.145 -0.223 0.223 43 3 0.002 0.32 0.014 -0.987 4.097 -0.121 0.121 44 4 0.002 0.32 0.014 -0.494 2.049 -0.02 0.02 45 5 0.002 0.32 0.014 0 0.002 0.082 -0.082 46 1 M10 1 0 0 0 0 0 0 0 47 2 0 -0.018 0 -0.006 0.006 0 0 48 3 0 -0.037 0 -0.024 0.024 0 0 49 4 0 -0.055 0 -0.053 0.053 0 0 50 5 0 -0.074 0 -0.095 0.095 0 0 51 1 Mil 1 -0.001 0.15 0.013 -0.082 0.082 -0.615 0.615 52 2 -0.001 0.053 0.013 0.261 -0.261 -0.314 0.314 53 3 -0.001 -0.044 0.013 0.277 -0.277 -0.013 0.013 54 4 -0.001 -0.141 0.013 -0.034 0.034 0.288 -0.288 55 5 -0.001 -0.237 0.013 -0.672 0.672 0.589 -0.589 56 1 M 12 1 0.033 0.268 0.004 -0.708 0.708 -0.243 0.243 57 2 0.033 0.129 0.004 0.25 -0.25 -0.125 0.125 58 3 0.033 -0.009 0.004 0.54 -0.54 -0.006 0.006 59 4 0.033 -0.147 0.004 0.163 -0.163 0.112 -0.112 60 5 0.033 -0.286 0.004 -0.883 0.883 0.23 -0.23 61 1 M 13 1 0.017 0.275 0 -0.853 0.853 0.042 -0.042 62 2 0.017 0.136 0 0.139 -0.139 0.024 -0.024 63 3 0.017 -0.002 0 0.463 -0.463 0.007 -0.007 64 4 0.017 -0.14 0 0.12 -0.12 -0.011 0.011 65 5 0.017 -0.279 0 -0.892 0.892 -0.029 0.029 66 1 M 14 1 0.012 0.278 -0.001 -0.887 0.887 0.086 -0.086 67 2 0.012 0.139 -0.001 0.12 -0.12 0.046 -0.046 68 3 0.012 0.001 -0.001 0.458 -0.458 0.006 -0.006 69 4 0.012 -0.137 -0.001 0.129 -0.129 -0.035 0.035 70 5 0.012 -0.276 -0.001 -0.867 0.867 -0.075 0.075 71 1 M 15 1 0.015 0.275 -0.002 -0.866 0.866 0.154 -0.154 72 2 0.015 0.136 -0.002 0.126 -0.126 0.08 -0.08 73 3 0.015 -0.002 -0.002 0.45 -0.45 0.007 -0.007 74 4 0.015 -0.141 -0.002 0.106 -0.106 -0.066 0.066 75 5 0.015 -0.279 -0.002 -0.906 0.906 -0.14 0.14 76 1 M 16 1 0.041 0.31 -0.008 -0.983 0.983 0.47 -0.47 77 2 0.041 0.172 -0.008 0.179 -0.179 0.217 -0.217 78 3 0.041 0.033 -0.008 0.674 -0.674 -0.035 0.035 79 4 0.041 -0.105 -0.008 0.5 -0.5 -0.287 0.287 80 5 0.041 -0.244 -0.008 -0.342 0.342 -0.54 0.54 81 1 M 17 1 0 0.107 0 -0.2 0.2 0 0 82 2 0 0.08 0 -0.112 0.112 0 0 83 3 0 0.054 0 -0.05 0.05 0 0 84 4 0 0.027 0 -0.012 0.012 0 0 85 5 0 0 0 0 0 0 0 86 1 M18 1 0 0 0 0 0 0 0 87 2 0 -0.042 0 -0.014 0.014 0 0 88 3 0 -0.084 0 -0.054 0.054 0 0 89 4 0 -0.126 0 -0.122 0.122 0 0 90 5 0 -0.168 0 -0.216 0.216 0 0 RISA-3D.NET version 18.0.0.35935 [ Edmonds Canopy 1 Ad ] Page 10 Company <Licensed Company> IIRISAO Designer cstainer Job Number ANEMETSCHEK COMPANY Model Name Member Section Stresses (Continued) 61410ECEIVED 11:11:30 AW 17 20117 Checked. MFEN SERVCES DERAFSTFIEFI� LC Member L... Sec Axial [ksij y Shear [ksijz Shear [ksij y top Ben... y bot Ben... z top Ben... z bot Ben... 91 1 M 19 1 0.031 0.418 0.015 -0.454 0.454 -0.727 0.727 92 2 0.031 0.197 0.015 0.585 -0.585 -0.371 0.371 93 3 0.031 -0.024 0.015 0.878 -0.878 -0.014 0.014 94 4 0.031 -0.245 0.015 0.425 -0.425 0.343 -0.343 95 5 0.031 -0.465 0.015 -0.774 0.774 0.699 -0.699 96 1 M20 1 0.068 0.597 0.005 -0.978 0.978 -0.338 0.338 97 2 0.068 0.281 0.005 1.141 -1.141 -0.181 0.181 98 3 0.068 -0.034 0.005 1.738 -1.738 -0.025 0.025 99 4 0.068 -0.35 0.005 0.812 -0.812 0.131 -0.131 100 5 0.068 -0.665 0.005 -1.635 1.635 0.288 -0.288 101 1 M21 1 0.078 0.614 0 -1.683 1.683 0.02 -0.02 102 2 0.078 0.299 0 0.518 -0.518 0.007 -0.007 103 3 0.078 -0.017 0 1.197 -1.197 -0.006 0.006 104 4 0.078 -0.332 0 0.355 -0.355 -0.019 0.019 105 5 0.078 -0.648 0 -2.01 2.01 -0.032 0.032 106 1 M22 1 0.072 0.631 -0.002 -2.004 2.004 0.122 -0.122 107 2 0.072 0.316 -0.002 0.28 -0.28 0.062 -0.062 108 3 0.072 0 -0.002 1.042 -1.042 0.002 -0.002 109 4 0.072 -0.315 -0.002 0.282 -0.282 -0.058 0.058 110 5 0.072 -0.631 -0.002 -2 2 -0.118 0.118 111 1 M23 1 0.06 0.655 -0.004 -1.982 1.982 0.241 -0.241 112 2 0.06 0.339 -0.004 0.416 -0.416 0.114 -0.114 113 3 0.06 0.024 -0.004 1.292 -1.292 -0.012 0.012 114 4 0.06 -0.292 -0.004 0.646 -0.646 -0.139 0.139 115 5 0.06 -0.607 -0.004 -1.522 1.522 -0.266 0.266 116 1 M24 1 0.026 0.669 -0.009 -1.421 1.421 0.572 -0.572 117 2 0.026 0.354 -0.009 1.046 -1.046 0.271 -0.271 118 3 0.026 0.038 -0.009 1.991 -1.991 -0.029 0.029 119 4 0.026 -0.277 -0.009 1.415 -1.415 -0.329 0.329 120 5 0.026 -0.593 -0.009 -0.684 0.684 -0.63 0.63 121 1 M25 1 0 0.244 0 -0.455 0.455 0 0 122 2 0 0.183 0 -0.256 0.256 0 0 123 3 0 0.122 0 -0.114 0.114 0 0 124 4 0 0.061 0 -0.028 0.028 0 0 125 5 0 0 0 0 0 0 0 126 1 M26 1 -0.147 -0.017 0.114 0.017 -0.017 6.871 -6.871 127 2 -0.147 -0.017 0.114 -0.019 0.019 7.05 -7.05 128 3 -0.147 -0.017 0.114 -0.054 0.054 7.229 -7.229 129 4 -0.147 -0.017 0.114 -0.09 0.09 7.409 -7.409 130 5 -0.147 -0.017 0.114 -0.126 0.126 7.588 -7.588 131 1 M27 1 -0.299 -0.025 -0.086 0.071 -0.071 10.146 -10.146 132 2 -0.299 -0.025 -0.086 0.019 -0.019 10.01 -10.01 133 3 -0.299 -0.025 -0.086 -0.032 0.032 9.874 -9.874 134 4 -0.299 -0.025 -0.086 -0.084 0.084 9.738 -9.738 135 5 -0.299 -0.025 -0.086 -0.135 0.135 9.602 -9.602 136 1 M28 1 -0.348 -0.011 -0.04 0.035 -0.035 12.202 -12.202 137 2 -0.348 -0.011 -0.04 0.012 -0.012 12.139 -12.139 138 3 -0.348 -0.011 -0.04 -0.01 0.01 12.076 -12.076 139 4 -0.348 -0.011 -0.04 -0.033 0.033 12.013 -12.013 140 5 -0.348 -0.011 -0.04 -0.056 0.056 11.95 -11.95 141 1 M29 1 -0.347 0.002 -0.011 -0.007 0.007 12.569 -12.569 142 2 -0.347 0.002 -0.011 -0.003 0.003 12.551 -12.551 143 3 -0.347 0.002 -0.011 0.001 -0.001 12.534 -12.534 144 4 -0.347 0.002 -0.011 0.005 -0.005 12.516 -12.516 145 5 -0.347 0.002 -0.011 0.01 -0.01 12.499 -12.499 146 1 M30 1 -0.347 0.012 -0.014 -0.04 0.04 12.582 -12.582 147 2 -0.347 0.012 -0.014 -0.014 0.014 12.559 -12.559 148 3 -0.347 0.012 -0.014 0.011 -0.011 12.537 -12.537 RISA-3D.NET version 18.0.0.35935 [ Edmonds Canopy 1.r3d ] Page 11 IIIRISA' A NEMETSCHEK COMPANY Company Designer Job Number Model Name <Licensed Company> cstainer 6/4/0ECEIVED 11:11:30 AW 17 201$ Checked. MFEN SERVCES DERAFSTFIEFI� Member Section Stresses (Continued) I C MPmhPr I __ SPc Axial rksil v Shear rksi17 Shear rksil v ton RPn___ v hot RPn___ 7 ton RPn___ 7 hot RPn___ 149 4 -0.347 0.012 -0.014 0.036 -0.036 12.515 -12.515 150 5 -0.347 0.012 -0.014 0.061 -0.061 12.493 -12.493 151 1 M31 1 -0.354 0.026 -0.052 -0.095 0.095 12.107 -12.107 152 2 -0.354 0.026 -0.052 -0.04 0.04 12.026 -12.026 153 3 -0.354 0.026 -0.052 0.015 -0.015 11.945 -11.945 154 4 -0.354 0.026 -0.052 0.069 -0.069 11.864 -11.864 155 5 -0.354 0.026 -0.052 0.124 -0.124 11.782 -11.782 156 1 M32 1 -0.22 0.012 0.062 0.033 -0.033 9.065 -9.065 157 2 -0.22 0.012 0.062 0.058 -0.058 9.163 -9.163 158 3 -0.22 0.012 0.062 0.084 -0.084 9.26 -9.26 159 4 -0.22 0.012 0.062 0.109 -0.109 9.358 -9.358 160 5 -0.22 0.012 0.062 0.135 -0.135 9.455 -9.455 Beam Deflections C, MPmhar I ahPl Snan I nratinn rftl v' rinl (n) I '/v' Rntin 1 1 M 1 1 7.422 0 NC 2 2 14.844 0 NC 3 3 22.266 0 NC 4 4 29.688 0 NC 5 5 37.5 0 NC 6 1 M2 1 5.25 0 NC 7 1 M3 1 5 -0.054 2242 8 1 M4 1 5 -0.097 1235 9 1 M5 1 5 -0.117 1026 10 1 M6 1 5 -0.117 1026 11 1 M7 1 5 -0.117 1021 12 1 M8 1 5 -0.117 1028 13 1 M9 1 5 -0.076 1569 14 1 M10 1 1 0 NC 15 1 M11 1 5.25 0 NC 16 1 M12 1 7.5 0 NC 17 1 M13 1 7.5 0 NC 18 1 M14 1 7.5 0 NC 19 1 M15 1 7.5 0 NC 20 1 M 16 1 4.063 -0.01 9425 21 1 M17 1 1.45 0 NC 22 1 M18 1 1 0 NC 23 1 M 19 1 2.57 -0.006 9730 24 1 M20 1 3.594 -0.026 3482 25 1 M21 1 3.672 -0.014 6209 26 1 M22 1 3.75 -0.011 8025 27 1 M23 1 3.828 -0.016 5459 28 1 M24 1 3.828 -0.031 2886 29 1 M25 1 1.45 0 NC Asd360 LC Member Shane LIC Max Loc rftl Shear... Loc rftl Dir Pnc/o... Pnt/o... Mnvv/... Mnzz/... Cb Eon 1 1 M 1 HSS8... 0.023 37.5 0.029 37.5 z 10.689 144.335 17.777 30.529 3.874 H 1-1 b 2 1 M2 HSS8... 0.027 5.25 0.042 5.25 z 130.972 144.335 17.777 30.529 2.232 H 1-1 b 3 1 M3 WT7X41 0.289 0 0.041 0.625 y 244.79 258.683 40.24 12.827 1.77 H 1-1 b 4 1 M4 WT7X41 0.525 0 0.055 0.625 y 244.79 258.683 40.24 12.827 1.991 H 1-1 b 5 1 M5 WT7X41 0.617 0 0.048 0.625 y 244.79 258.683 40.24 12.827 1.829 H 1-1 b 6 1 M6 WT7X41 0.617 0 0.046 0.625 y 244.79 258.683 40.24 12.827 2.01 H 1-1 b 7 1 M7 WT7X41 0.621 0 0.046 0.625 y 244.79 258.683 40.24 12.827 1.884 H 1-1 b 8 1 M8 WT7X41 0.624 0 0.047 0.625 y 244.79 258.683 40.24 12.827 1.795 H 1-1 b 9 1 M9 WT7X41 0.412 0 0.062 0.625 y 244.79 258.683 40.24 12.827 2.06 H 1-1 b 10 1 M 10 W4X13 0.004 1 0.005 1 y 81.944 82.563 5.246 11.281 2.326 H 1-1 b RISA-3D.NET version 18.0.0.35935 [ Edmonds Canopy 1 Ad ] Page 12 IIIRISA' A NEMETSCHEK COMPANY Company Designer Job Number Model Name <Licensed Company> cstainer 61410ECEIVED 11:11:30 AW 17 20119 Checked. MFEN SERVCES DERAFSTFIEFI� Asd360 (Continued) I C MPmher Shane r1C Max I or. rftl Shear___ I or fftl nir Pnr./n___ Pnt/n___ Mnvv/___ Mn77/___ Ch Fnn 11 1 M 11 W4X13 0.045 5.25 0.023 5.25 y 67.104 82.563 5.246 11.281 2.286 H 1-1 b 12 1 M 12 W4X13 0.044 7.5 0.023 7.5 y 54.079 82.563 5.246 11.281 1.968 H 1-1 b 13 1 M 13 W4X13 0.037 7.5 0.020 7.5 y 54.079 82.563 5.246 11.281 2.294 H 1-1 b 14 1 M 14 W4X13 0.039 0 0.019 0 y 54.079 82.563 5.246 11.281 2.311 H 1-1 b 15 1 M 15 W4X13 0.041 7.5 0.020 7.5 y 54.079 82.563 5.246 11.281 2.379 H 1-1 b 16 1 M 16 W4X13 0.055 0 0.026 0 y 54.079 82.563 5.246 11.281 1.709 H 1-1 b 17 1 M 17 W4X13 0.008 0 0.007 0 y 81.267 82.563 5.246 11.281 2.326 H 1-1 b 18 1 M 18 W4X13 0.009 1 0.012 1 y 81.944 82.563 5.246 11.281 2.326 H 1-1 b 19 1 M 19 W4X13 0.068 5.25 0.033 5.031 y 67.104 82.563 5.246 11.281 1.261 H 1-1 b 20 1 M20 W4X13 0.082 7.5 0.046 7.5 54.079 82.563 5.246 11.281 1.271 H 1-1 b 21 1 M21 W4X13 0.085 7.5 0.045 7.5 y 54.079 82.563 5.246 11.281 2.021 H 1-1 b 22 1 M22 W4X13 0.087 0 0.044 0 y 54.079 82.563 5.246 11.281 2.306 H 1-1 b 23 1 M23 W4X13 0.090 0 0.045 0 y 54.079 82.563 5.246 11.281 1.862 H 1-1 b 24 1 M24 W4X13 0.084 4.297 0.046 0 y 54.079 82.563 5.246 11.281 1.23 H 1-1 b 25 1 M25 W4X13 0.018 0 0.017 0 y 81.267 82.563 5.246 11.281 2.326 H 1-1 b 26 1 M26 HSS6... 0.236 1.9 0.009 1.9 z 167.776 170.228 20.521 27.315 1.831 H 1-1 b 27 1 M27 HSS6... 0.314 0 0.009 1.9 z 167.776 170.228 20.521 27.315 2.178 H 1-1 b 28 1 M28 HSS6... 0.376 0 0.006 1.9 z 167.776 170.228 20.521 27.315 2.198 H 1-1 b 29 1 M29 HSS6... 0.387 0 0.003 1.9 z 167.776 170.228 20.521 27.315 2.223 H 1-1 b 30 1 M30 HSS6... 0.388 0 0.002 1.9 z 167.776 170.228 20.521 27.315 2.202 H 1-1 b 31 1 M31 HSS6... 0.375 0 0.004 1.9 z 167.776 170.228 20.521 27.315 2.225 H 1-1 b 32 1 M32 HSS6... 0.294 1.9 0.007 1.9 z 167.776 170.228 20.521 27.315 1.435 H 1-1 b Material Take -Off Material SVP. Pieces Lennth fftl Weinht fkl 1 Hot Rolled Steel 2 A36 Gr.36 WT7X41 7 35 1.429 3 A36 Gr.36 W4X13 16 90.4 1.178 4 A500 Gr.B Rect HSS6X4X6 7 13.3 0.301 5 A500 Gr.B Rect HSS8X4X4 2 42.8 0.82 6 Total HR Steel 32 181.5 3.728 RISA-3D.NET version 18.0.0.35935 [ Edmonds Canopy 1 Ad ] Page 13 ON D C I Project No. E=-nE. LEERS IODII-VQ, iO Project f_ o a hs K StJpQ� Subject �1 SA 14001CL- �Q 4 V-13 WTI x I ass � w'kr 13 o� C� W�- 0 131 L I, D F9�LT104 0- OVU �Lo 1�1 Ll�e (4 °I +5 * LL. / I C D L This HSS is not working except to transfer load from the vertical HSS to the WT Actual used member is a tapered W8x50. The WT7x41 was - used for a conservative approximation of the tapered section. CITY OF EDMONDS Date E5R 1 / 2 By Hl: DC I (P�ject No. un %E0 21 E n E. I f 1 E E R S 1 1 l —0071, o1 arvoFeoMONos Project DatDEPARTMENT fptlofof i� I?C �`0 `iSC CCioo? `�' 6 N Z l Subject yC..00O 7D SL-O By (0 45x i d-o"L j e l'J o c, 51"MWld K�X �3�T ooaS @y-00C, (LOu1 010-r f V4 F i UC-- AT OEW 15 / www.hilti.us ProfisEKnh4W1F8.8 Company: Page: 1 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 6/8/2021 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 5/8 hef,act = 10.000 in. (hef,limit = in.) 4aft ASTM A 1554 Grade 36 ESR-3187 4/1/2019 1 3/1/2020 Design method ACI 318-08 / Chem eb = 0.000 in. (no stand-off); t = 0.500 in. Ix x ly x t = 8.000 in. x 42.000 in. x 0.500 in.; (Recommended plate thickness: not calculated S shape (AISC), S3X5.7; (L x W x T x FT) = 3.000 in. x 2.330 in. x 0.170 in. x 0.260 in. uncracked concrete, 5000, f,' = 5,000 psi; h = 420.000 in., Temp. short/long: 32/32 °F hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [lb, in.lb] 1Z 00 Z 0 1 IFF Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us ProfisA64WIS.8 Company: Page: 2 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 6/8/2021 E-Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 3,842 462 462 0 2 3,842 462 462 0 3 3,842 462 462 0 4 3,842 462 462 0 max. concrete compressive strain: 0.16 [%o] max. concrete compressive stress: 689 [psi] resulting tension force in (x/y)=(-1.000/0.000): 15,369 [lb] resulting compression force in (x/y)=(3.646/0.000): 15,369 [lb] Anchor forces are calculated based on the assumption of a rigid anchor plate. 3 Tension load Load Nua [lb] Steel Strength* 3,842 Bond Strength** 15,369 Sustained Tension Load Bond Strength* N/A Concrete Breakout Strength** 15,369 * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value refer to ICC-ES ESR-3187 � Nsa Nua ACI 318-08 Eq. (D-1) Variables Ase,N [in .2] futa [psi] 0.23 58,000 Calculations Nsa [lb] 13,110 Results Nsa [lb] steel Nsa [lb] Nua [lb] 13,110 0.750 9,833 3,842 Capacity + N [lb] Utilization RN = Nua/+ N Status 9,833 40 OK 23,981 65 OK N/A N/A N/A 19,321 80 OK Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 3.2 Bond Strength (1! ANa Nag — \ANaO� W ec1,Na W ec2,Na W ed,Na W cp,Na Nba Nag Nua ANa = see ACI 318-11, Part D.5.5.1, Fig. RD.5.5.1(b) AN.0 — (2 CNa)2 CNa = 10 da l uncr 1100 1 W ec,Na = 1 , eN <_ 1.0 CNa W ed,Na = 0.7 + 0.3 (Ca=mint 5 1.0 CNa J W cp,Na = MAX CanCNa < 1.0 Cac cac Nba—?,a'Tk,c'7E,da,hef Page: Project: Sub -Project I Pos. No.: Date: ACI 318-11 Eq. (D-19) ACI 318-11 Table D.4.1.1 ACI 318-11 Eq. (D-20) ACI 318-11 Eq. (D-21) ACI 318-11 Eq. (D-23) ACI 318-11 Eq. (D-25) ACI 318-11 Eq. (D-27) ACI 318-11 Eq. (D-22) ProfisE,f2 h6 WR4F8.8 3 6/8/2021 Variables T k,c,uncr [psi] da [In.] haf [in.] ca,min [in.] Ctoverhead T k,c [psi] 2,379 0.625 10.000 3.000 1.000 2,379 ec1,N [In.] ec2,N [In.] ca. [In.] X a 0.000 0.000 18.661 1.000 Calculations CNa [In.] AN. [in.2] AN.0 [in 2] W ed,Na 9.151 675.61 334.93 0.798 W ec1,Na W ec2,Na W cp,Na Nba [lb] 1.000 1.000 0.490 46,718 Results Nag [lb] A k bond Nag [lb] Nua [lb] 36,893 0.650 23,981 15,369 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilt! AG, FL-9494 Schaan Hilt! is a registered Trademark of Hilt! AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 3.3 Concr(1!ete Breakout Strength Ncbg ANc — \ANco) W ec,N W ed,N W c,N W cp,N Nb ACI 318-08 Eq. (D-5) Ncbg > Nua ACI 318-08 Eq. (D-1) ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANco = 9 hef ACI 318-08 Eq. (D-6) 1 W ec,N 2 eN <_ 1.0 1 + ACI 318-08 Eq. (D-9) 3 hef W ed,N = 0.7 + 0.3 ( Ca,min / c 1.0 1.5hef ACI 318-08 Eq. (D-11) W cp N = MAX Si in 1.5h 5 1.0 ACI 318-08 Eq. (D-13) `` Cac Cac J Nb = kc X 4c hef5 ACI 318-08 Eq. (D-7) Variables hef [in.] ec1,N [in.] ec2,N [in.] ca,min [in.] W c,N 10.000 0.000 0.000 3.000 1.000 Cac [in.] kc X fc [psi] 18.661 24 1 5,000 Calculations AN. [in•2] ANco [in•2] W ec1,N W ec2,N W ed,N 816.00 900.00 1.000 1.000 0.760 Results Ncbg [Ib] concrete Ncbg [lb] Nua [lb] 29,725 0.650 19,321 15,369 0.804 ProfisE,f2 h6 WR4F8.8 4 6/8/2021 Nb [lb] 53,666 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilt! AG, FL-9494 Schaan Hilt! is a registered Trademark of Hilt! AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 4 Shear load Load Vua [lb] Steel Strength* 462 Steel failure (with lever arm)* N/A Pryout Strength (Concrete Breakout 1,850 Strength controls)** Concrete edge failure in direction x+** 1,850 * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength ,AVsa = ESR value refer to ICC-ES ESR-3187 y Vsteel > Vua ACI 318-08 Eq. (D-2) Variables Ase,y [in .2] fub3 [psi] aV,seis 0.23 58,000 0.600 Calculations Vsa [lb] 7,865 Results Vsa [lb] steel Vsa [lb] Vua [lb] 7,865 0.650 5,112 462 4.2 Pryout Strength (Concrete Breakout Strength controls) Page: Project: Sub -Project I Pos. No.: Date: ProfisE,f2 h6 WR4F8.8 5 6/8/2021 Capacity 0 Vn [lb] Utilization Pv = Vua/O Vn 5,112 10 N/A N/A 41,615 5 37.782 5 Status OK N/A OK OK Vcpg = kcp [(AN ANC W ec,N W ed,N W c,N W cp,N Nb] ACI 318-08 Eq. (D-31) o/ (� Vcpg ? Vua ACI 318-08 Eq. (D-2) AN, see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANco = 9 hef ACI 318-08 Eq. (D-6) 1 W ec,N = 1 + 2 eN 15 1.0 ACI 318-08 Eq. (D-9) 3 hef W ed,N = 0.7 + 0.3 ( .5h :5 1.0 15hef ACI 318-08 Eq. (D-11) W cp,N = MAX(Ca,min 1.5hef15 1.0 ) ACI 318-08 Eq. (D-13) Cac Cac Nb = kc 7 hef5 ACI 318-08 Eq. (D-7) Variables kcp hef [in.] ec1,N [In.] ec2,N [In.] Ca,min [In.] 2 10.000 0.000 0.000 3.000 W c,N Cac [In] kc k fc [psi] 1.000 18.661 24 1 5,000 Calculations ANc [in.I ANco [in.2] W ec1,N W ec2,N W ed,N W cp,N Nb [lb] 816.00 900.00 1.000 1.000 0.760 0.804 53,666 Results Vcpg [lb] concrete Vcpg [lb] Vua [lb] 59,450 0.700 41,615 1,850 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilt! AG, FL-9494 Schaan Hilt! is a registered Trademark of Hilt! AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax E-Mail: 4.3 Concrete edge failure in direction x+ Vcbg — �AV ) W ec,V W ed,V W c,V W h,V W parallel,V Vb Vcbg Vua Ave see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) Avco = 4.5 C2 al 1 W ec,v =1 + 2ev 51.0 3Ca1 l Wed,V=0.7+0.3(152 151.0 75Ga 1.0 W h,v - 0.2 ACI 318-08 Eq. (D-22) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-23) ACI 318-08 Eq. (D-26) ACI 318-08 Eq. (D-28) ACI 318-08 Eq. (D-29) ACI 318-08 Eq. (D-24) ProfisEKn64WP F8.8 Page: 6 Project: Sub -Project I Pos. No.: Date: 6/8/2021 Variables Cal [in.] cat [in.] ecv [in.] W c.y ha [in.] 9.000 0.000 1.400 420.000 le [In.] 21 da [In.] fc [psi] W parallel,V 5.000 1.000 0.625 5,000 1.000 Calculations Avc [in.2] Avoo [in.2] W ec,v W ed,v W h,v Vb [Ib] 877.50 364.50 1.000 1.000 1.000 16,014 Results Vcbg [lb] concrete Vcbg [lb] Vua [lb] 53,974 0.700 37,782 1,850 5 Combined tension and shear loads RN RV Utilization (3N,v [%] Status 0.795 0.090 5/3 71 OK [3NV=A+6<=1 6 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The 0 factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The ACI 318-08 version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 7 Installation data Anchor plate, steel: - Profile: S shape (AISC), S3X5.7; (L x W x T x FT) = 3.000 in. x 2.330 in. x 0.170 in. x 0.260 in. Hole diameter in the fixture: df = 0.688 in. Plate thickness (input): 0.500 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: Compressed air cleaning of the drilled hole according to instructions for use is required 7.1 Recommended accessories Drilling • Suitable Rotary Hammer • Properly sized drill bit Coordinates Anchor in Anchor x y 1 -1.000 -7.000 2 -1.000 7.000 3 -1.000 -19.000 4 -1.000 19.000 Page: Project: Sub -Project I Pos. No.: Date: ProfisE,f2 h6 WR4F8.8 7 6/8/2021 Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 5/8 Installation torque: 720.001 in.lb Hole diameter in the base material: 0.750 in. Hole depth in the base material: 10.000 in. Minimum thickness of the base material: 11.500 in. • Compressed air with required accessories Dispenser including cassette and mixer to blow from the bottom of the hole Torque wrench • Proper diameter wire brush 3.000 9.000 - - 3.000 9.000 - - 3.000 9.000 - - 3.000 9.000 - - Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilt! AG, FL-9494 Schaan Hilt! is a registered Trademark of Hilt! AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 8 Remarks; Your Cooperation Duties Page: Project: Sub -Project I Pos. No.: Date: ProfisE,f2 h6 WR4F8.8 8 6/8/2021 Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilt! AG, FL-9494 Schaan Hilt! is a registered Trademark of Hilt! AG, Schaan