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REVIEWED BLD2021-1032+Structural_Analysis_or_Calculations+7.26.2021_10.27.32_AM+2320854........................� REVIEWED BY BLD2021-1032 CITY OF EDMONDS BUILDING DEPARTMENT w '....NorthWes' t Tower Engineering g g SITE NAME: SWEDISH HOSPITAL CLIENT: SN0911 PROJECT No. 211868.02 Jul 27 2021 DEVELOPMENT SERVICES SITE ADDRESS: 20601 76T" AVENUE WEST, EDMONDS, WA DEPARTMENT JURISDICTION: CITY OF EDMONDS PREPARED BY: HARVEY CARLISLE. S.E. DATE: MARCH 19.2021 TWO EXISTING ROOFTOP TRIPOD MOUNTS SUPPORTING PROPOSED MICROWAVE ANTENNAS DESCRIPTION DETAILS, TRIPOD MOUNT STRUCTURAL CALCULATIONS TNXTOWER OUTPUT CALCULATION PACKAGE SUMMARY CONCLUSION EXISTING TRIPODS ARE STRUCTURALLY ADEQUATE FOR THE PROPOSED ANTENNA CONFIGURATION. TRIPODS ARE ADEQUATELY ANCHORED TO THE CONCRETE ROOF PER THE MANUFACTURERS INSTRUCTIONS. PAGE 1 PAGE 2,3 PAGE 4-8 Vc- Af Wo 9129! �rA L NorthWest Tower Engineering www.nwtower.net 3426 Broadway, Suite 302, Everett, WA 98201 Tel 425-258-4248 Fax 425-258-4289 8" - SOUARE Page 1 4 1/2' OD 3/8-16 TAPPED HOLES ® 15' SPACING FOR W/G ATTACHMENT - ONE FACE ONLY 5/8 Ox 7 1/4 STEP BOLT ASSEMBLY DO NOT SNUG NUT AGAINST THREAD RUN OUT. ELEVATION 3/4"=1'-O' FLASHING CAN : Qp _ CONCRETE 2 1/4' 3000 psi - ROOFING - 6 8" MAX. W/ 18' LONG 1 ANCHOR BOLT EXISTING ROOF J 10384 PL 3/8 x 3 x 3 7/8 Pi A563 GR A HVY HEX NUT, FLAT WASHER & LOCK WASHER, TYPICAL 24132 7/8 Ox 18' A193, GR. B7 THREADED ROD ROOF MOUNTED TRIPOD INSTALLATION PROCEDURE 1. Carefully cut and roll back the roofing material. If there is insulation cut out a piece 8" square. 2. Chip off the surface of the concrete in the 8" square. 3. Drill a 1 1/8'0 hole through the roof and use a 3/8" thick x 3" square plate, flat washer and lock washer on the lower and of the threaded rod. (Anchor bolt assembly is to be ordered separately from tripod). 4. Paint the 8" square with grout, install forms and pour concrete. 5. After concrete has cured, paint top of the pads with mastic, install flashing cans over roofing, seal roofing as required with mastic. 6. Top of pads must be level with each other within 1/4'. SECTION A -A 3 PLACES) ANCHOR TRIPOD PARTS LIST PRODUCT NO. 31-92310 MARK DESCRIPTION REO'D SV3 KICKER ANGLE 3 20467 TRIPOD MAST WELDMENT 1 20470 TRIPOD LEG WELDMENT 3 5/8 0 x 1 3/4 A325 BOLT, NUT 12 & L.W. 5/8 0 x 7 1/4 STEP BOLT W/ 3 (2) NUTS & (1) L.W. ANCHOR BOLT PARTS LIST PRODUCT NO. 31-94001 MARK DESCRIPTION REO'D 24132 7/5 0 x 18' A193 GR. B7 FULLY 3 THREADED ROD W/ (3) NUTS, LOCK WASHERS & FLAT WASHERS 10384 PL 3/8 x 3 x 3 W/ 1 1/8'0 HOLE 3 TRIPOD REACTIONS LOADING: 4'0 H.P. ANT. & RADIO BOX ® 100 MPH (40 PSF) WIND & NO ICE MAX. MAX. REACTIONS PER ANCHOR SWAY SHEAR UPLIFT DOWNLOAD SHEAR 0 27° 0.79 kips 1.18 kips 1.38 kips 0.66 kips TOTAL GALVANIZED WEIGHT = 1SO L ANCHOR BOLT LAYOUT 3/4"=1'-0" 36�g NorthWest Tower Engineering 3426 BROADWAY, SUITE 302 EVERETT, WA 98201 PHONE: 425.258.4248 WFAX: 425.258.4289 PROJECT DT 5.5 S�tli. C1�Ip�l PAGE: 2 OF NAME J\ I PROJECT Q BY. NUMBER C I v 68 CHKD. BY: CLIENT ENO NAME DATE: `") - q - 12 C vIL �lrlt�✓1 C �' I � !%%*�+� tPp l a I S✓%iiiar?� - 1° `f- C'��SG, IT altb 1 76 � E VV(04fYt�L r 052' !/J d ftFiy iI ( I 'Ile cot I "Oki LI2>: /4 SD oo;�� I I TIP All, 44 -- I I 1 Dh 1 ()TIA I Y017 /14- �0,4 _' �y10 1�-f f I A5D I � i --� r+' `fro--t�-' i—?------�---------�-------�-------� Al I I i I I I I M ELeV I I 1 I I I U i I ��� ������ Y � �' t o lL 3 = Jai I i l 6� S4 ect,— I i I• j i i i � I ( Ahq�,� y (,4 40 NorthWest Tower Engineering 3426 BROADWAY, SUITE 302 EVERETT, WA 98201 PHONE: 425.258.4248 WFAX: 425.258.4289 PROJECT /� PAGE: NAME ' 0 o r 7QVet�S SLve C r Ao r, r� PROJECT // BY: NUMBER CHKD. BY: CLIENT NAME - 3 OF DATE: —�-- = O:IN I 1J�S"j a�� SpS i,� T —�-- I Z —� I , O:Y �1<o —T- t�r81)(f/ Po/t i3 ------ AscC 74 13. 3 - rO D I I G.. N ' � I V Ud/1 f lrL (T i. "�k LTJ✓ i l V� �, ri�G ✓�./Y�r�e. ,�J �✓t CY'IG. �i i jt/tp - 15o Try---- It ao 1 A��" = 17 I A--------�-- I i I I .--�---�--—--�----- Asce 7 I v eJ i. 6 of b D -, o,-7 c, flve-sf� r j d ��G! (?16 i'I7 J�) -0,7(I 76�, � It 047 61 m� d 1 U C✓- i v r r' r h vr-? 0 0 Hn � vvl 1 n 7 r I Tri.p0j IS II '� o s Vf l� I r / tG Ste�e� 7 2 s�s�Zl I V� CI 1 re��c.ryY Page 4 DESIGNED APPURTENANCE LOADING m 133.0160 a � N GD t0 a a 12 .OR v o0 - rn a rn m m J c7 > TYPE ELEVATION TYPE ELEVATION 3' MW HP 1133 MATERIAL STRENGTH ksi 163 ksi TOWER DESIGN NOTES Tower designed for Exposure C to the TIA-222-H Standard. Tower designed for a 115 mph basic wind in accordance with the TIA-222-H Standard. Tower is also designed for a 30 mph basic wind with 1.00 in ice. Ice is considered to increase in thickness with height. Deflections are based upon a 60 mph wind. Tower Risk Category IV. Topographic Category 1 with Crest Height of 0' TOWER RATING: 35.8% ALL REACTIONS AKL 1-A(; I Urcl=u AXIAL btlb ID SHEAR _i JMOMENT 00Ib 7UUZ Ib-ft TORQUE 38lb-ft. 30 mpn WINO - 7.000U In ICE AXIAL :17 7 10 SHEA MOMENT (iUb Ib III ..'..'����)) 4U7 / Ib-ff TORQUE 495 lb-ft REACTIONS - 115 mph WIND NWTEJob: 8' Pipe, Dish Support 3426 Broadway #302 Protect: Proposed, Vult--115mph & 30mph with 1"Ice Everett, WA 98201 client: SNO911 Drawn bY: Harvey APPd. Phone:425-258-4248 Code: TIA-222-H Date:03/17/21 Scale: NTS FAX: 425-258-4289 Path: Dwg No. E-1 tnxTower Job Page 4 8' Pipe, Dish Support Project Date NWTE 3426 Broadway #302 Proposed, Vult=115mph & 30mph with 1" Ice 15:40:34 03/17/21 Client Designed by Everett, WA 98201 Phone: 425-258-4248 S N O91 1 Harvey FAX.- 425-258-4289 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg - No Ice 3 0.9 Dead+1.0 Wind 0 deg - No Ice 4 1.2 Dead+1.0 Wind 30 deg - No Ice 5 0.9 Dead+1.0 Wind 30 deg - No Ice 6 1.2 Dead+1.0 Wind 60 deg - No Ice 7 0.9 Dead+1.0 Wind 60 deg - No Ice 8 1.2 Dead+1.0 Wind 90 deg - No Ice 9 0.9 Dead+1.0 Wind 90 deg - No Ice 10 1.2 Dead+1.0 Wind 120 deg - No Ice 11 0.9 Dead+1.0 Wind 120 deg - No Ice 12 1.2 Dead+1.0 Wind 150 deg - No Ice 13 0.9 Dead+1.0 Wind 150 deg - No Ice 14 1.2 Dead+1.0 Wind 180 deg - No Ice 15 0.9 Dead+1.0 Wind 180 deg - No Ice 16 1.2 Dead+1.0 Wind 210 deg - No Ice 17 0.9 Dead+1.0 Wind 210 deg - No Ice 18 1.2 Dead+1.0 Wind 240 deg - No Ice 19 0.9 Dead+1.0 Wind 240 deg - No Ice 20 1.2 Dead+1.0 Wind 270 deg - No Ice 21 0.9 Dead+1.0 Wind 270 deg - No Ice 22 1.2 Dead+1.0 Wind 300 deg - No Ice 23 0.9 Dead+1.0 Wind 300 deg - No Ice 24 1.2 Dead+1.0 Wind 330 deg - No Ice 25 0.9 Dead+1.0 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service Maximum Reactions tnxTower Job Page 5 8' Pipe, Dish Support Project Date NWTE 3426 Broadway #302 Proposed, Vult=115mph & 30mph with 1" Ice 15:40:34 03/17/21 Client Designed by Everett, WA 98201 Phone: 425-258-4248 S N O91 1 Harvey FAX.- 425-258-4289 Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load lb lb lb Pole Max. Vert 32 685.28 -16.85 -51.75 Max. H. 21 233.28 479.37 39.91 Max. H, 3 233.28 0.00 516.07 Max. Mx 2 3904.96 0.00 516.07 Max. M. 8 2839.05 -479.37 39.91 Max. Torsion 8 494.56 -479.37 39.91 Min. Vert 5 233.28 -136.87 475.20 Min. Hx 9 233.28 -479.37 39.91 Min. H, 15 233.28 0.00 -605.87 Min. Mx 15 -4016.99 0.00 -605.87 Min. M. 20 -2839.05 479.37 39.91 Min. Torsion 20 -494.56 479.37 39.91 Tower Mast Reaction Summary Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M. Moment, M lb lb lb lb-ft lb-ft lb-ft Dead Only 259.20 0.00 0.00 -288.11 0.00 0.00 1.2 Dead+1.0 Wind 0 deg - No 311.05 0.00 -516.07 -3904.96 0.00 0.00 Ice 0.9 Dead+1.0 Wind 0 deg - No 233.28 0.00 -516.07 -3815.05 0.00 0.00 Ice 1.2 Dead+1.0 Wind 30 deg - No 311.05 136.87 -475.20 -3655.15 -806.69 -176.47 Ice 0.9 Dead+1.0 Wind 30 deg - No 233.28 136.87 -475.20 -3565.44 -806.03 -176.30 Ice 1.2 Dead+1.0 Wind 60 deg - No 311.05 317.05 -350.31 -2793.44 -1913.10 -384.75 Ice 0.9 Dead+1.0 Wind 60 deg - No 233.28 317.05 -350.31 -2704.47 -1911.52 -384.35 Ice 1.2 Dead+1.0 Wind 90 deg - No 311.05 479.37 -39.91 -666.50 -2839.05 -494.56 Ice 0.9 Dead+1.0 Wind 90 deg - No 233.28 479.37 -39.91 -579.36 -2836.72 -493.97 Ice 1.2 Dead+1.0 Wind 120 deg - 311.05 291.39 435.84 2788.00 -1707.08 -218.10 No Ice 0.9 Dead+1.0 Wind 120 deg - 233.28 291.39 435.84 2872.12 -1705.69 -217.74 No Ice 1.2 Dead+1.0 Wind 150 deg - 311.05 158.25 567.86 3706.92 -978.34 -88.27 No Ice 0.9 Dead+1.0 Wind 150 deg - 233.28 158.25 567.86 3790.25 -977.53 -88.06 No Ice 1.2 Dead+1.0 Wind 180 deg - 311.05 0.00 605.87 3933.85 0.00 0.00 No Ice 0.9 Dead+1.0 Wind 180 deg - 233.28 0.00 605.87 4016.99 0.00 0.00 No Ice 1.2 Dead+1.0 Wind 210 deg - 311.05 -158.25 567.86 3706.92 978.34 88.27 No Ice 0.9 Dead+1.0 Wind 210 deg - 233.28 -158.25 567.86 3790.25 977.53 88.06 No Ice 1.2 Dead+1.0 Wind 240 deg - 311.05 -291.39 435.84 2788.00 1707.08 218.10 No Ice 0.9 Dead+1.0 Wind 240 deg - 233.28 -291.39 435.84 2872.12 1705.69 217.74 No Ice 1.2 Dead+1.0 Wind 270 deg - 311.05 -479.37 -39.91 -666.50 2839.05 494.56 No Ice tnxTower Job Page 6 8' Pipe, Dish Support Project Date NWTE 3426 Broadway #302 Proposed, Vult=115mph & 30mph with 1" Ice 15:40:34 03/17/21 Client Designed by Everett, WA 98201 Phone: 425-258-4248 S N O91 1 Harvey FAX.- 425-258-4289 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M. Moment, M. lb lb lb lb-ft lb-ft lb-ft 0.9 Dead+1.0 Wind 270 deg - 233.28 -479.37 -39.91 -579.36 2836.72 493.97 No Ice 1.2 Dead+1.0 Wind 300 deg - 311.05 -317.05 -350.31 -2793.44 1913.10 384.75 No Ice 0.9 Dead+1.0 Wind 300 deg - 233.28 -317.05 -350.31 -2704.47 1911.52 384.35 No Ice 1.2 Dead+1.0 Wind 330 deg - 311.05 -136.87 -475.20 -3655.15 806.69 176.47 No Ice 0.9 Dead+1.0 Wind 330 deg - 233.28 -136.87 -475.20 -3565.44 806.03 176.30 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 685.28 0.00 0.00 -780.13 0.00 0.00 1.2 Dead+1.0 Wind 0 deg+1.0 685.28 0.00 -49.03 -1092.44 0.00 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 685.28 15.21 -44.63 -1068.11 -81.11 -13.65 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 685.28 30.07 -30.20 -982.20 -170.56 -29.74 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 685.28 47.62 -3.06 -804.85 -262.40 -38.28 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 685.28 28.10 36.78 -525.08 -154.66 -16.92 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 685.28 16.85 51.75 -434.75 -94.35 -6.89 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 685.28 0.00 55.93 -412.18 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 685.28 -16.85 51.75 -434.75 94.35 6.89 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 685.28 -28.10 36.78 -525.08 154.66 16.92 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 685.28 -47.62 -3.06 -804.85 262.40 38.28 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 685.28 -30.07 -30.20 -982.20 170.56 29.74 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 685.28 -15.21 -44.63 -1068.11 81.11 13.65 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg - Service 259.21 0.00 -135.23 -1192.71 0.00 0.00 Dead+Wind 30 deg - Service 259.21 38.11 -124.00 -1126.78 -215.50 -42.97 Dead+Wind 60 deg - Service 259.21 77.83 -85.67 -885.29 -468.13 -93.65 Dead+Wind 90 deg - Service 259.21 116.75 -9.72 -366.14 -691.10 -120.37 Dead+Wind 120 deg - Service 259.21 71.58 106.50 476.16 -417.99 -53.07 Dead+Wind 150 deg - Service 259.21 43.31 146.57 731.58 -257.29 -21.48 Dead+Wind 180 deg - Service 259.21 0.00 157.11 791.95 0.00 0.00 Dead+Wind 210 deg - Service 259.21 -43.31 146.57 731.58 257.29 21.48 Dead+Wind 240 deg - Service 259.21 -71.58 106.50 476.16 417.99 53.07 Dead+Wind 270 deg - Service 259.21 -116.75 -9.72 -366.14 691.10 120.37 Dead+Wind 300 deg - Service 259.21 -77.83 -85.67 -885.29 468.13 93.65 Dead+Wind 330 deg - Service 259.21 -38.11 -124.00 -1126.78 215.50 42.97 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. lb lb lb lb lb lb 0.00 -259.21 0.00 0.00 259.20 -0.00 0.000% 0.00 -311.05 -516.07 0.00 311.05 516.07 0.001% 0.00 -233.28 -516.07 0.00 233.28 516.07 0.001% 136.87 -311.05 -475.20 -136.87 311.05 475.20 0.001% 136.87 -233.28 -475.20 -136.87 233.28 475.20 0.001% tnxTower Job Page 7 8' Pipe, Dish Support Project Date NWTE 3426 Broadway #302 Proposed, Vult=115mph & 30mph with 1" Ice 15:40:34 03/17/21 Client Designed by Everett, WA 98201 Phone: 425-258-4248 S N O91 1 Harvey FAX.- 425-258-4289 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. lb lb lb lb lb lb 6 317.05 -311.05 -350.31 -317.05 311.05 350.31 0.001% 7 317.05 -233.28 -350.31 -317.05 233.28 350.31 0.001% 8 479.37 -311.05 -39.91 -479.37 311.05 39.91 0.001% 9 479.37 -233.28 -39.91 -479.37 233.28 39.91 0.001% 10 291.40 -311.05 435.84 -291.39 311.05 -435.84 0.001% 11 291.40 -233.28 435.84 -291.39 233.28 -435.84 0.001% 12 158.25 -311.05 567.86 -158.25 311.05 -567.86 0.001% 13 158.25 -233.28 567.86 -158.25 233.28 -567.86 0.001% 14 0.00 -311.05 605.88 0.00 311.05 -605.87 0.001% 15 0.00 -233.28 605.88 0.00 233.28 -605.87 0.001% 16 -158.25 -311.05 567.86 158.25 311.05 -567.86 0.001% 17 -158.25 -233.28 567.86 158.25 233.28 -567.86 0.001% 18 -291.40 -311.05 435.84 291.39 311.05 -435.84 0.001% 19 -291.40 -233.28 435.84 291.39 233.28 -435.84 0.001% 20 -479.37 -311.05 -39.91 479.37 311.05 39.91 0.001% 21 -479.37 -233.28 -39.91 479.37 233.28 39.91 0.001% 22 -317.05 -311.05 -350.31 317.05 311.05 350.31 0.001% 23 -317.05 -233.28 -350.31 317.05 233.28 350.31 0.001% 24 -136.87 -311.05 -475.20 136.87 311.05 475.20 0.001% 25 -136.87 -233.28 -475.20 136.87 233.28 475.20 0.001% 26 0.00 -685.28 0.00 0.00 685.28 -0.00 0.001% 27 0.00 -685.28 -49.03 0.00 685.28 49.03 0.001% 28 15.21 -685.28 -44.63 -15.21 685.28 44.63 0.001% 29 30.07 -685.28 -30.21 -30.07 685.28 30.20 0.001% 30 47.62 -685.28 -3.07 -47.62 685.28 3.06 0.001% 31 28.10 -685.28 36.78 -28.10 685.28 -36.78 0.000% 32 16.85 -685.28 51.75 -16.85 685.28 -51.75 0.000% 33 0.00 -685.28 55.93 0.00 685.28 -55.93 0.000% 34 -16.85 -685.28 51.75 16.85 685.28 -51.75 0.000% 35 -28.10 -685.28 36.78 28.10 685.28 -36.78 0.000% 36 -47.62 -685.28 -3.07 47.62 685.28 3.06 0.001% 37 -30.07 -685.28 -30.21 30.07 685.28 30.20 0.001% 38 -15.21 -685.28 -44.63 15.21 685.28 44.63 0.001% 39 0.00 -259.21 -135.24 0.00 259.21 135.23 0.001% 40 38.11 -259.21 -124.00 -38.11 259.21 124.00 0.001% 41 77.83 -259.21 -85.67 -77.83 259.21 85.67 0.001% 42 116.76 -259.21 -9.72 -116.75 259.21 9.72 0.000% 43 71.58 -259.21 106.50 -71.58 259.21 -106.50 0.000% 44 43.31 -259.21 146.57 -43.31 259.21 -146.57 0.000% 45 0.00 -259.21 157.11 0.00 259.21 -157.11 0.000% 46 -43.31 -259.21 146.57 43.31 259.21 -146.57 0.000% 47 -71.58 -259.21 106.50 71.58 259.21 -106.50 0.000% 48 -116.76 -259.21 -9.72 116.75 259.21 9.72 0.000% 49 -77.83 -259.21 -85.67 77.83 259.21 85.67 0.001% 50 -38.11 -259.21 -124.00 38.11 259.21 124.00 0.001% Non -Linear Convergence Results Load Combination Converged? Number of Cycles Displacement Tolerance Force Tolerance 1 Yes 6 0.00000001 0.00000001 2 Yes 6 0.00000001 0.00000001 3 Yes 6 0.00000001 0.00000001 4 Yes 6 0.00000001 0.00000001 5 Yes 6 0.00000001 0.00000001 6 Yes 6 0.00000001 0.00000001 tnxTower Job Page 8 8' Pipe, Dish Support Project Date NWTE 3426 Broadway #302 Proposed, Vult=115mph & 30mph with 1" Ice 15:40:34 03/17/21 Client Designed by Everett, WA 98201 Phone: 425-258-4248 S N O91 1 Harvey FAX.- 425-258-4289 7 Yes 6 0.00000001 0.00000001 8 Yes 6 0.00000001 0.00000001 9 Yes 6 0.00000001 0.00000001 10 Yes 6 0.00000001 0.00000001 11 Yes 6 0.00000001 0.00000001 12 Yes 6 0.00000001 0.00000001 13 Yes 6 0.00000001 0.00000001 14 Yes 6 0.00000001 0.00000001 15 Yes 6 0.00000001 0.00000001 16 Yes 6 0.00000001 0.00000001 17 Yes 6 0.00000001 0.00000001 18 Yes 6 0.00000001 0.00000001 19 Yes 6 0.00000001 0.00000001 20 Yes 6 0.00000001 0.00000001 21 Yes 6 0.00000001 0.00000001 22 Yes 6 0.00000001 0.00000001 23 Yes 6 0.00000001 0.00000001 24 Yes 6 0.00000001 0.00000001 25 Yes 6 0.00000001 0.00000001 26 Yes 6 0.00000001 0.00000001 27 Yes 6 0.00000001 0.00000001 28 Yes 6 0.00000001 0.00000001 29 Yes 6 0.00000001 0.00000001 30 Yes 6 0.00000001 0.00000001 31 Yes 6 0.00000001 0.00000001 32 Yes 6 0.00000001 0.00000001 33 Yes 6 0.00000001 0.00000001 34 Yes 6 0.00000001 0.00000001 35 Yes 6 0.00000001 0.00000001 36 Yes 6 0.00000001 0.00000001 37 Yes 6 0.00000001 0.00000001 38 Yes 6 0.00000001 0.00000001 39 Yes 6 0.00000001 0.00000001 40 Yes 6 0.00000001 0.00000001 41 Yes 6 0.00000001 0.00000001 42 Yes 6 0.00000001 0.00000001 43 Yes 6 0.00000001 0.00000001 44 Yes 6 0.00000001 0.00000001 45 Yes 6 0.00000001 0.00000001 46 Yes 6 0.00000001 0.00000001 47 Yes 6 0.00000001 0.00000001 48 Yes 6 0.00000001 0.00000001 49 Yes 6 0.00000001 0.00000001 50 Yes 6 0.00000001 0.00000001 Section Capacity Table Section Elevation Component Size Critical P opa//- % Pass No. it Type Element lb lb Capacity Fail Ll 133 - 125 Pole P4x.237 -232.49 99982.50 35.8 Pass Summary Pole (Ll) 35.8 Pass RATING = 35.8 Pass Program Version 8.0.7.5 - 8/3/2020 FileR/Projects 2021/SNO911 A&E project 2021/211868.02 RT Stevens Swedish Hospital, WA SN0911 BP Calculatis/Analysis/3' Dish Support, Stevens Swedish, 115 mph Vult 211868.02.eri