7002 COLBY AVE 2025-04-25 - Laserfiche WebLink

Allowable Stress Design Loads 2016 Envelope Procedure 2016 Equiv.Lateral Force Procedure Wind Load Combination Seismic Load Combination 0.6D+0.6W+ H (0.6-0.14Sps)D+0.70QE+H %of DL used in OT %of DL used in OT 60% 45% Wind Design Loads F. Seismic Design Loads,F. P= 1.30 1.30 Transverse Longitudinal Transverse Longitudinal Diaphragm Force(Ibs) Force(Ibs) Diaphragm Force(Ibs) Force(Ibs) 1 6264 4056 1 7249 6881 Principle of Mechanics-cont. Where, v= shear per linear foot of shearwall P w= width of shearwall p h= height of shearwall D= resisting dead load centered over shearwall 1. (y, P= resisting dead load at end of shearwall Shearwall calculations follow,where, Vx Total force in the diaphragm above story(x),pounds(Ibs) Percent of Vx tributary to the shearwalls(SW)in the wall line VD, Force from the diaphragm above that transfers to the SW's, lbs VTx+1 Force from the SW's above that transfers to the SW's,lbs VTx Total force in the SW's(VD,+VTx+1),lbs L Total lreorce ofin the S Z w), feet(ft) rll Linear force in the SW's(VTx/L),pounds per foot(plf) 1'F Greater of v induced by wind or earthquake,plf Max Tx Maximum uplift force of the SW's,lbs Free Body Diagram of a ShearWall f'S Greater of v in the sheathing induced by wind per 2306.4.1 or earthquake per 2305.3.4,plf w Width of SW,ft h Height of SW,ft dr Tributary distance of roof(used to calculate D)along the width of the SW,ft dra Tributary distance of roof(used to calculate P)adjacent to the width of the SW,ft df Tributary distance of floor(used to calculate D)along the width of the SW,ft dfa Tributary distance of floor(used to calculate P)adjacent to the width of the SW,ft Twx+1 Wind uplift force of the SW above that transfers to the SW, lbs Twx Wind uplift force of the SW,lbs Tex+1 Earthquake uplift force of the SW above that transfers to the SW,lbs Tex Earthquake uplift force of the SW,lbs 220207_SSSlateral (LOT 5)_221010_API_ DL