Laserfiche WebLink
1722100th St SW, Everett <br /> Glennbrook stock plans <br /> EIEIIEjWO Structural Calculations <br /> y <br /> Transverse <br /> -o ilUdinal <br /> "-nd jpg" <br /> Transverse Loading:t10 roof diaphragm <br /> W'._Pso o�(2-a)'I 2�J+PSo .(Ib_(2.a��.(,. +Pso 1*2-a-h,naj+Pso ,-(lb-2•a)•hmof=2991 <br /> Wt,,,;,,:=16•Ib• 22 +8•Ib•hrovf=4477 Min roof load (Ibs) <br /> WI—f:=max(W„W,,,,i„)=4477 Design roof load (Ibs) <br /> Transverse loading:to 2nd floordiaphragm l <br /> W,:=Pso,o*(2•a)•(12' +±I J+Pso •(Ib—(2•a))•(�' + 1�J=4892 Trans load to 2nd floor(Ibs) <br /> hl` h, _ ` Min load to 2nd floor(Ibs) <br /> Wi2min==16•Ib• —+— —5032 <br /> 2 2 <br /> W,,:=max�W,,Wt2min>=5032 Design load to 2nd floor(Ibs) <br /> Roof uplift. <br /> W„pi f,:=(0.6•Pso •,b 1+0.6.12•wb =—76 Max uplift(pif)at Zone E minus 12 psf Truss DL <br /> J 2 <br /> Check reaction at too of wall: <br /> R ,:=0.6•P h2 =50 Max reaction at top of wall to transfer to <br /> so 0' 2 trusses(plf) <br /> By:J.Conner, PE,SE <br /> Page 3 <br />