Laserfiche WebLink
I HOWIE BARGREEN I May 10, 2022 I SDA Job# 7673 I 4 <br /> SEISMIC DISTRIBUTION FOR:B4-OSCBF,R=3.25 <br /> 1) EV EV x p height EV x height REDISTRIBUTE: E() <br /> EV(ROOF)= 79932 lb 103912 lb 18 1870416 lb 103913 lb <br /> EV(1 ST FLOOR)= lb 0 lb EV x height x EV TOTAL = -1 lb <br /> EV()= EV x height TOTAL <br /> EV()= <br /> TOTAL= 79932 lb 103912 lb 1870416 lb <br /> SEISMIC DISTRIBUTION FOR:A15-WSW,R=6.5 <br /> 2) EV EV x p height EV x height REDISTRIBUTE: E() <br /> EV(ROOF)= 39966 lb 51956 lb 18 935208 lb 51957 lb <br /> EV(1 ST FLOOR)= lb 0 lb EV x height x EV TOTAL = -1 lb <br /> EV()= EV x height TOTAL <br /> EV()= <br /> TOTAL= 39966 lb 51956 lb 935208 lb <br /> UNFACTORED LOAD SUMMARY: <br /> LEVEL WIND SEISMIC <br /> (Ft-Rr) (Lt-Rr) B4-OSCBF A15-WSW <br /> EV(Roof)= 15239 lbs 19 lbs 77935 lbs <--SEISMIC LOAD REDUCED BY 75%PER 2018 IEBC A4 <br /> EV(2nd Floor)= -1 lbs <br /> NOT APPLICABLE <br /> NOT APPLICABLE <br /> TOTAL BASE SHEAR= 15239 lbs 19 lbs 77934 lbs 51956 lb <br />