Laserfiche WebLink
BEAM/COLUMN DESIGN. H-f <br />P1d = <br />13 <br />Ibs <br />P11 = <br />0 <br />Ibs <br />Plw = <br />0 <br />Ibs <br />P2d = <br />13 <br />Ibs <br />P21 = <br />0 <br />Ibs <br />P2w = <br />0 <br />Ibs <br />Wd = <br />23 <br />plf <br />W I = <br />44 <br />plf <br />Ww = <br />-44 <br />plf <br />X1 = <br />0.38 <br />ft <br />X2 = <br />3.79 <br />ft <br />BEAM: <br />Left Hand Side <br />Md = <br />-6 <br />ft-Ibs <br />MI = <br />-3 <br />ft-Ibs <br />Mw = <br />3 <br />ft-Ibs <br />Md+MI = <br />-9 <br />ft-Ibs <br />lu = <br />0.38 <br />ft <br />Md+Mw = <br />-3 <br />ft-Ibs <br />lu = <br />0.38 <br />ft <br />Md+0.75.1+0.75•Mw = <br />11 <br />ft-Ibs <br />lu = <br />0.38 <br />ft <br />Right Hand Side <br />Md = <br />-214 <br />ft-Ibs <br />' MI = <br />-314 <br />ft-Ibs <br />Mw = <br />320 <br />ft-Ibs <br />Md+MI = <br />-528 <br />ft-Ibs <br />lu = <br />3.79 <br />ft <br />Md+Mw = <br />106 <br />ft-Ibs <br />lu = <br />3.79 <br />ft <br />Md+0.75.1+0.75•Mw = <br />689 <br />ft-Ibs <br />lu = <br />3.79 <br />ft <br />USE: W8X10 Fy = 50 ksi <br />COLUMN: Pd = <br />Md = 207 ft-Ibs PI = <br />M(ULL) = 350 ft-Ibs Pw = <br />M(D+L) = 557 ft-Ibs Pd + PI = <br />Pd+Pw= <br />121 Ibs <br />182 Ibs <br />-185 Ibs <br />304 Ibs <br />-64 Ibs <br />P2 <br />07/28/2020 61887 Rev 1 Current.123 Page 15 of 16 <br />