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BEAM/COLUMN DESIGN: H-d <br />P1d = <br />526 <br />Ibs <br />P11 = <br />1801 <br />Ibs <br />Plw = <br />-1728 <br />Ibs <br />P2d = <br />130 <br />Ibs <br />P21 = <br />385 <br />Ibs <br />P2w = <br />-270 <br />Ibs <br />P3d = <br />374 <br />Ibs <br />P31 = <br />1075 <br />Ibs <br />P3w = <br />-984 <br />Ibs <br />P4d = <br />0 <br />Ibs <br />P41 = <br />0 <br />Ibs <br />P4w = <br />0 <br />Ibs <br />Beam Wt = <br />28 <br />plf <br />X1 = <br />3.96 <br />ft <br />X2 = <br />1.96 <br />ft <br />X3 = <br />1.63 <br />ft <br />X4 = <br />0.00 <br />ft <br />BEAM: <br />Left Hand Side <br />Md = <br />-5833 <br />ft-Ibs <br />MI = <br />-16708 <br />ft-Ibs <br />Mw = <br />15601 <br />ft-Ibs <br />Md+MI = <br />-22540 <br />ft-Ibs <br />lu = <br />3.96 <br />ft <br />Md+Mw = <br />9768 <br />ft-Ibs <br />lu = <br />3.96 <br />ft <br />Md+0.75.1+0.75-Mw = <br />30064 <br />ft-Ibs <br />lu = <br />3.96 <br />ft <br />Right Hand Side <br />Md = <br />-0 <br />ft-Ibs <br />MI = <br />-0 <br />ft-Ibs <br />Mw = <br />-0 <br />ft-Ibs <br />Md+MI = <br />-0 <br />ft-Ibs <br />lu = <br />0.00 <br />ft <br />Md+Mw = <br />-0 <br />ft-Ibs <br />lu = <br />0.00 <br />ft <br />Md+0.75.1+0.75-Mw = <br />0 <br />ft-Ibs <br />lu = <br />0.00 <br />ft <br />USE: W8X28 Fy = 50 ksi <br />COLUMN: Pd = <br />Md = 5833 ft-Ibs PI = <br />MULL) = 16810 ft-Ibs Pw = <br />M(D+L) = 22643 ft-Ibs Pd + PI = <br />Pd+Pw= <br />1240 Ibs <br />3261 Ibs <br />-2983 Ibs <br />4501 Ibs <br />-1742 Ibs <br />T <br />07/28/2020 61887 Rev 1 Current.123 Page 13 of 16 <br />