5901 23RD DR W PROVIDENCE 2023-05-22

Pro Design Lateral LOWER AMS PROV EVERETT 12-1-22 Vmin=Cs*W= .044*Sds*I*W 0.040*W 12.8-5 WINDWARD 400.00 28.67 15.89 182.23 200.00 36445 V=Cs*W=Sds/(R/le) 0.303*W 12.8-2 12.8-3 12.8-4 LEEWARD 400.00 25.83 6.51 67.26 200.00 13452 Vmax=Cs*W 0.380*W IF T/TI 0.380 5.54 0.00 0 249.49 49897.6 200.00 Design V 0.303 x W kips WIND X DIRECTION Design V 760.252 kips Strength Design ASD EXIST ASD WIDTH HEIGHT PRESS.FORCE Y F Y sum F sum F Y Y avg LOAD FACTOR for E 1.000 1.00 1.43 1.90 (FT) (FT) (PSF) (KIPS) (FT) (K-F) ROOF 1 Factored V= 760.252 kips 0.3031 WINDWARD 0.00 37.83 0 low T<.5 high T>2.5 ratio LEEWARD 0.00 37.83 0 k= 1.00 1.00 0.50 2.00 2.50 -0.044 LEEWARD 0.00 0 0.00 0.0 0.00 ASCE7-16 12.8.3 MARK WEIGHT HEIGHT W*H^k Cvx V per LEVEL SUM 3RD LEVEL WALL Level hi-hx M ot M ot WINDWARD 0.00 0.00 0 5 th LEVEL WT 0.00 28.83 0 0.00 0.00 28.83 0.00 0 LEEWARD 0.00 0.00 0 4 th LEVEL WT 0.00 28.83 0 0.00 0.00 28.83 0.00 0 0.00 0 0.00 0.0 0.00 3 RD LEVEL WT 0.00 28.83 0 0.00 0.00 28.83 0.00 0 2 nd LEVEL WT 0.00 28.83 0 0.00 0.00 28.83 0.02 0 2ND LEVEL WALL 1 st LEVEL WT 2,506.14 28.83 72,252 1.00 760.25 28.83 21918.06 21,918 WINDWARD 0.00 0.00 0 0.00 L 72,2521 1.000 760.3 FT-K ###### LEEWARD 0.00 0.00 0 0.00 0.0 0.00 AMPLIFICATION Target Redundancy Factor 1.000 An old Code provision for shear walls was to check 1st LEVEL WALL r max 6% redundancyr max is basically what%of largest RXN is WINDWARD 130.00 27.00 15.89 55.77 65.00 3625 Base Area 9,952 to total seismic load. Target Factor multiplies V by it LEEWARD 130.00 27.00 6.51 22.85 65.00 1485 Raw Factor -1.51 Cale Red Fact indicates if target is sufficient. 1 has LEEWARD 0.00 0.00 0.00 0.00 0 78.62 5110.6 65.00 Calculated Redundancy Factor 1.00 no effect,conservative if over 1. Factored V has both Strength/ASD adjustment and Redundancy. I kept as it flags issues SEISMIC V per WIND V per WIND V per Level Xcf-s Ycf-s Y Level Xcf-w X Level Ycf-w (kips) (ft) (ft) DIRECT (kips) (ft) DIRECT (kips) (ft) 5TH 0.00 4TH 0.00 AREA V PER SF 3RD 0.00 0.0 0.0 6633 0.0000 3RD 0.00 0.00 3RD 0.00 0.00 2ND 0.00 0.0 0.0 0.00 1123 0.000 2ND 0.00 0.00 2ND 0.00 0.00 1ST 760.25 200.0 66.1 760.25 6244 0.122 1ST 124.75 200.00 1ST 39.31 65.00 SELECTED LATERAL FORCE • rV per WIND V per WIND V per ILevel Xcf-s Ycf-s Y Level Xcf-w X Level Ycf-w (kips) (ft) (ft) DIRECT (kips) (ft) DIRECT (kips) (ft) 1ST 760.25 200.00 66.11 1ST 124.75 200.00 1ST 39.31 65.00 CENTER OF RIGIDITY Y direction WORST CASE SHEAR/FT ALLOW REG/ALLOW END ASCE 7-1612.8.4 W-TYPE WALL WALL SEISMIC WIND SEISMIC WIND EISMIC WIND SEISMIC WIND RXN DEFL. ID P=PLY LENGTH HEIGHT X R R X R X^2 (KIPS) (KIPS) (K/FT) (K/FT) (K/FT) (K/FT) % % (KIPS) in. C=CONC (FT) (FT) 1 tilt panel W/opening C 22.00 26.67 0.00 180.0 00E+0 00E+0 95.55 15.68 4.34 0.71 5.66 6.24 77% 11% 117.16 6.37 OK 2 tilt panel W/door C 13.50 27.67 0.00 99.2 00E+0 00E+0 52.65 8.64 3.90 0.64 5.66 6.24 69% 10% 109.94 6.37 OK 3 balance of tilt up C 63.17 27.67 0.00 458.0 00E+0 00E+0 243.07 39.89 3.85 0.63 5.66 6.24 68% 10% 106.90 6.37 OK 12/4/2022 i 1 ` Page 2