Laserfiche WebLink
L <br /> LATERAL LOADS(CONT) <br /> Structure Dimensions <br /> Front to Back Horizontal Dimensim = 36 ft <br /> Side to Side Horizontal Dimension= 70 ft <br /> Roof eave to roof top(vertical) = 4 ft <br /> First story wall heigh':= 8 ft <br /> Weight of wall,Interior= 10 psf <br /> Weight of wall,Exterio"= 12 psf <br /> Roof Dead Loa, = 12 psf <br /> Floor Dead Load= 15 psf <br /> Shear Wail Lines <br /> No.1st Story Shear Wall Lines, Front to Bad:= 2 <br /> No.1st Story Shear Wall Lines,Side to Sid n= 2 <br /> in-Line Interior Walls <br /> No.of 1st Story In-line lnt Walls,Front to Bad:= C <br /> No.oflst Story In-line lnt Walls,Side to Sid,:= 0 <br /> Diaphragm loading <br /> Conservative approach:consider all Zones as being Z me"A"or Zone"C" <br /> Take weighted average of Zones across diaphragm <br /> Wind <br /> Force at roof diaphragm,Front to Back, Rn,i,a= P,x(roof height+1/21st story wall height) <br /> Ras.a= 129 plf <br /> Force at roof diaphragm,Side to Side, Rw,,,.s= P,x(roof height+1/2 1st story wall height) <br /> Rvms= 140 plf <br /> Seismic <br /> Force at roof diaphragm,Front to Back,R:r:B= CsW/1.4 (Divide by 1.4 to convert to ASD) <br /> lid= 1/2 1st Story Wall Weight+Roof Dead Load <br /> Rana= 70 plf <br /> Force at roof diaphragm,Side to Side, Rs,:s= CsW/1.4 (Divide by 1.4 to convert to MD) <br /> 1,V= 1/2 1st Story Wall Weight+Roof Dead Load <br /> Rs,.s= 123 plf (Floor Load includes weight from adj unit) <br /> Governing Diaphragm Forces <br /> Front to Back,Roof Diaphragm, F. rp: 129 pit WIND GOVERNS <br /> Side to Side,Roof Diaphragm,gm: 140 plf WIND GOVERNS <br /> fibre <br /> tl <br />