1504 GRAND AVE 2024-11-14 - Laserfiche WebLink

Allowable Stress Design Loads 2010 Directional Procedure 2010 Equiv.Lateral Force Procedure Wind Load Combination Seismic Load Combination 0.6D+0.6W+H (0.6-0.14SDs)D+0.7pQE+H %ofDLusedinOT %ofDLusedinOT 60% 48% Wind Design Loads FX Seismic Design Loads,FX P= 1.30 1.30 /2.3.4.2 Transverse Longitudinal Transverse Longitudinal Diaphragm Force(Ibs) _ Force(Ibs) Diaphragm Force(Ibs) Force(Ibs) 1 891 619 1 1188 1165 Principle of Mechanics-cont. Where, v= shear per linear foot of shearwall w= width of shearwall p h= height of shearwall , D= resisting dead load centered over shearwall (v x rh P= resisting dead load at end of shearwall Shearwall calculations follow,where, h V. Total force in the diaphragm above story(x),pounds(Ibs) Percent of V.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 SUM NONE IS VTX Total force in the SW's(VDX+VTx+1),lbs rABOUT CORDER L Total length of SW's(Z w), feet(ft) v Linear force in the SW's(VTX/L),pounds per foot(plf) w VF 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 vs 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 di Tributary distance of floor(used to calculate D)along the width of the SW,ft dta Tributary distance of floor(used to calculate P)adjacent to the width of the SW,ft TwX+i Wind uplift force of the SW above that transfers to the SW,lbs TwX Wind uplift force of the SW,lbs TeX+i Earthquake uplift force of the SW above that transfers to the SW,lbs TeX Earthquake uplift force of the SW,lbs 1504 Grand Ave_SSSlateral 180309_s1803016 12, (2Q DL