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LEVlN GARAGE July 24, 2023 SDA Job# 9843 4 <br /> SEISMIC DISTRIBUTION FOR: 1!145-WSW R=6.5 <br /> 1) £V hei ht IV x hei ht <br /> £V ROOF = 1936lb REDISTRIBUTE: E <br /> £V 1 ST FLOOR = 1735 lb 97 329121b 2582 lb <br /> 8 13877 lb EV x height x EV TOTAL = 1089 lb <br /> £V = lb lb IV x height TOTAL <br /> £V = lb 0 lb <br /> BASE SHEAR= 3671 lb 46789 Ib <br /> 2) SEISMIC DISTRIBUTION FOR:C4-OSMF R=3.5 <br /> EV height IV x height REDISTRIBUTE- E ) <br /> £V ROOF = 3595lb 0 lb <br /> £V 1 ST FLOOR = 3222 lb 0 lb #DIV/O! <br /> £V x hei hg t x FV TOTAL = #DIV/0! <br /> £V lb 0 lb EV x height TOTAL <br /> £V — lb <br /> BASE SHEAR= 6817 lb 0 lb <br /> SEISMIC DISTRIBUTION FQR:A2-ORCSW R=4 <br /> 3) IV height £V x height REDISTRIBUTE: E() <br /> £V ROOF = 3146Ib 0 lb #DIV/0! <br /> £V 1ST FLOOR = 2819 Ib 0 lb IV x height x£V TOTAL = #DIV/07 <br /> £V I I= lb 0 lb E'V x height TOTAL <br /> £V = lb <br /> BASE SHEAR= 5965 lb 0 lb <br /> SEISMIC DISTRIBUTION FOR:TEST R=8 <br /> 4) £V x p height EV x height REDISTRIBUTE: E() <br /> £V ROOF 19= 36Ib 0 Ib #DIV/O! <br /> £V 1 ST FLOOR = 5824 Ib 0 lb EV x height x FV TOTAL = #DIV/0! <br /> £V lb 0 Ib EV x height TOTAL lb <br /> IV()= lb lb <br /> BASE SHEAR= 7760 lb O lb <br /> UNFACTORED LOAD SUMMARY: <br /> LEVEL WIND SEISMIC <br /> {Ft-Rr) (Lt-Rr) A15-WSW C4-OSMF A2-ORCSW TEST <br /> £V{Roof)= 2675 Ibs 2748 Ibs 2582 Ibs #DIV/O! #DIV/O! #D!7/01 <br /> EV(2nd Floor)= 3896lbs 4184 Ibs 1089lbs #DIV/O! #DIV/O! #DIV/O! <br /> NOT APPLICABLE <br /> NOT APPLICABLE Ibs <br /> TOTAL BASE SHEAR=1 6571 Ibs 6932 Ibs 3671 Ibs #DIV/0! Ibs <br /> #DIV/0! #DIV/O! <br />