3317 RUCKER AVE C D 2020-07-15 - Laserfiche WebLink

Units: ft, lbs Calculation of the total design base shear: Ie SDC W (lbs) Sds Sdl Cu Tmax Ta k 1.00 D 103140 0.887 0.510 1.400 0.347 0.248 1.000 R T Ss Sds Cscalc Csmax Csmin Cs V (lbs) N-S 6.5 0.248 1.33 0.887 0.136 0.317 0.039 0.136 14069 E-W 6.5 0.248 1.33 0.887 0.136 0.317 0.039 0.136 14069 Ss values shown in "Site Information" and first Sds value shown are used for Seismic Design Category determination are not limited by ASCE 7 12.8.1.3. Ss and Sds values shown for each direction in lower table are for Cs calculation and may implement 12.8.1.3. Distribution of total design base shear to Levels: Level hx wx hx * wx Cvx Fx (lbs) Vx (lbs) (ft) (lbs) (ft-lbs) N-S E-W N-S E-W 1 5.17 31751 164153 0.11 1503 1503 14069 14069 2 15.33 38806 594896 0.39 5452 5452 12566 12566 3 23.83 32583 776453 0.51 7115 7115 7115 7115 Unfactored seismic loads for Level 1 - Magnitude [lbs, plf] Dir. No. Start End Profile From To N<->S 1 -1.75 -1.75 Point 22 22 N<->S 2 -1.75 0.00 Line 10.2 10.2 N<->S 3 0.00 4.00 Line 28.7 28.7 N<->S 4 0.00 0.00 Point 88 88 N<->S 5 4.00 4.25 Line 28.7 28.7 N<->S 6 4.25 9.50 Line 28.7 28.7 N<->S 7 9.50 10.00 Line 28.7 28.7 N<->S 8 10.00 13.25 Line 28.7 28.7 N<->S 9 10.00 10.00 Point 10 10 N<->S 10 13.25 14.00 Line 28.7 28.7 N<->S 11 14.00 17.00 Line 28.7 28.7 N<->S 12 17.00 20.00 Line 28.7 28.7 N<->S 13 19.75 19.75 Point 39 39 N<->S 14 20.00 23.00 Line 28.7 28.7 N<->S 15 20.25 20.25 Point 39 39 N<->S 16 23.00 26.00 Line 28.7 28.7 N<->S 17 26.00 26.75 Line 28.7 28.7 N<->S 18 26.75 30.00 Line 28.7 28.7 N<->S 19 30.00 30.00 Point 10 10 N<->S 20 30.00 30.50 Line 28.7 28.7 N<->S 21 30.50 35.75 Line 28.7 28.7 N<->S 22 35.75 36.00 Line 28.7 28.7 N<->S 23 36.00 40.00 Line 28.7 28.7 N<->S 24 40.00 41.75 Line 10.2 10.2 N<->S 25 40.00 40.00 Point 88 88 N<->S 26 41.75 41.75 Point 22 22 W<->E 1 0.00 3.75 Line 40.0 40.0 W<->E 2 0.00 0.00 Point 148 148 W<->E 3 3.75 8.00 Line 40.0 40.0 W<->E 4 3.75 3.75 Point 9 9 W<->E 5 8.00 11.25 Line 40.0 40.0 W<->E 6 8.00 8.00 Point 9 9 W<->E 7 11.25 13.00 Line 40.0 40.0 W<->E 8 13.00 13.00 Point 9 9 W<->E 9 13.00 17.50 Line 40.0 40.0 W<->E 10 17.50 17.50 Point 9 9 W<->E 11 17.50 18.25 Line 40.0 40.0 W<->E 12 18.25 19.00 Line 35.8 35.8 W<->E 13 19.00 21.50 Line 35.8 35.8 W<->E 14 21.50 22.75 Line 35.8 35.8 W<->E 15 22.75 26.00 Line 35.8 35.8 W<->E 16 26.00 30.00 Line 35.8 35.8 W<->E 17 30.00 34.00 Line 5.1 5.1 W<->E 18 30.00 30.00 Point 97 97 W<->E 19 34.00 34.00 Point 51 51 Unfactored seismic loads for Level 2 - Magnitude [lbs, plf] Dir. No. Start End Profile From To Page 8