5901 23RD DR W PROVIDENCE 2023-05-22

Pro Design Lateral LOWER AMS PROV EVERETT 12-1-22 4 tilt panel W/opening C 22.00 26.67 400.00 180.0 7E+4 29E+6 95.55 15.68 4.34 0.71 5.66 6.24 77% 11% 117.16 6.37 OK 5 tilt panel W/door C 13.50 27.67 400.00 99.2 4E+4 16E+6 52.65 8.64 3.90 0.64 5.66 6.24 69% 10% 109.94 6.37 OK 6 balance of tilt up C 63.17 27.67 400.00 458.0 18E+4 73E+6 243.07 39.88 3.85 0.63 5.66 6.24 68% 10% 106.90 6.37 OK 1.47E+3 29E+4 1 E+8 782.54 128.40 Xcr 200.00 (ft) This spreadsheet calculates the Torsion arriving from the distance between Center of Mass and Center of Rigidity.and includes the 5% accidental torsion of 12.8.4.2. Set up for shear walls,relative rigidities are acceptable for horizontal distribution. RISA does not do accidental Seismic loaded into • CENTER OF RIGIDITY X direction WORST CASE SHEAR/FT ALLOW REQ/ALLOW END FACT ASCE 7-1612.8.4 W-TYPE WALL WALL SEIMIC WIND SEIMIC WIND SEIMIC WIND SEIMIC WIND RXN DEFL. ri*10/Iw ID P=PLY LENGTH HEIGHT Y R R Y R Y^2 (KIPS) (KIPS) (K/FT) (K/FT) (K/FT) (K/FT) % % (KIPS) in. (KIPS) G=GWB (FT) (FT) 1 FRONT C 200.00 12.00 0.00 16831.2 00E+0 00E+0 403.43 21.10 2.02 0.11 3.36 3.36 60% 3% 24.24 0.29 20.17 OK 2 REAR C 200.00 12.00 130.00 16831.2 2E+6 3E+8 412.63 21.10 2.06 0.11 3.36 3.36 61% 3% 24.79 0.29 20.63 OK 816.06 42.20 CM=CENTER OF MASS(WEIGHT) 4.0E+2 3.37E+4 2E+6 3E+8 8.2E+2 4.22E+1 lx= 6E+7 CR=CENTER OF RIGIDITY ly= 1 E+8 TORsion=EQ force*arm Ycr 65.00 (ft) !polar= 2E+8 Vs=R/sum R*EQ FRC Icr=sum(RY^2)-sum(RY)*Ycr Icr-y 1.4E+8 Vt=TOR*R*d/!polar d=X-Xcr or Y-Ycr SEISMIC FORCE CALCULATION WIND FORCE CALCULATION LATERAL FORCE= 760.25 (K) (SEE CALC.FOR E.Q.STORIES LOAD DISTRIBUTION) LATERAL FORCE= 124.75 (K) N-S DIRECTION LATERAL FORCE= 39.31 (K) E-W DIRECTION • NORTH-SOUTH LOADING TOTAL BUILDING LENGTH 400.00 (FT)-in X direction NORTH-SOUTH LOADING Xcf-s 5%PEN Xcf tot Xcr ARM EQ FRC TOR Xcf-w 5%PEN,Xcf tot Xcr ARM EQ FRC TOR (FT) (FT) (FT) (FT) (FT) (K) (K-FT) (FT) (FT) (FT) (FT) (FT) (K) (K-FT) CASE 1 200.00 20.00 220 200.00 20.00 760.25 15205 200.00 20.00 220 200.00 20.00 124.75 2494 CASE 2 200.00 -20.00 180 200.00 -20.00 760.25 -15205 200.00 -20.00 180 200.00 -20.00 124.75 -2495 EAST-WEST LOADING TOTAL BUILDING LENGTH 135.00 (FT)-in Y direction EAST-WEST LOADING Ycf-s ;PENAL Ycf tot Ycr ARM EQ FORCI TOR Ycf-w 5%PEN, Ycf tot Ycr ARM EQ FORCI TOR (FT) (FT) (FT) (FT) (FT) (K) (K-FT) (FT) (FT) (FT) (FT) (FT) (K) (K-FT) CASE 1 66.11 6.75 73 65.00 7.86 760.25 5978 65.00 6.75 72 65.00 6.75 39.31 265 CASE 2 66.11 -6.75 59 65.00 -5.64 760.25 -4285 65.00 -6.75 58 65.00 -6.75 39.31 -266 12/4/2022 \ ° \4 Page 3