Laserfiche WebLink
r <br /> � �`� <br /> • <br /> Multi-Load�Beam[AISC 9th Ed ASD j Ver:6.00.81 <br /> By:TERRY MIKKELSON, DFP PLANNING�PVDESIGfV,LLC on:�-23-2�5 <br /> Proj�t:205263-La�ation: BSMT <br /> Summary: <br /> A36 W8x35 x 13.83 FT <br /> Seotion Ad�uate By:8.0% Controlling Factor. Moment <br /> SHEAR, MOMENT,AND DEFLECTION DIAGRAMS <br /> - Load com6inafion shawn:CoMratl' She�ar/Moment/Defleciion Di rams <br /> 2D000 91228 Ibs c@ 0 ft . <br /> 100Qa <br /> Sh�r <br /> n�► � <br /> -10� <br /> -20000 -13386 Ibs� 14 ft <br /> 6� �52001ftibs�6ft <br /> i <br /> 30000 � <br /> i <br /> Momeret � <br /> tfk-1b10 � <br /> i <br /> -30000 � <br /> � <br /> i <br /> -600Q0 � <br /> -0.5 i <br /> i <br /> i <br /> -0.25 � <br /> Dsflst�rt i <br /> l��) � � <br /> � <br /> 0.25 � <br /> 0.5 r�--0.435 in(c�6.8 ft <br /> Center Span =13.83 ft <br /> Controilina Load Cases: <br /> Shear. Gritical shear created by combining atl dead loads and tive loads on span(s)2 <br /> Momer�Critical mom�t cxeated by�mbining alt dead loads artd live taads an span(s)2 <br /> Deflection: Critical defl�ion a�eat�by combining all dead toads and Itve loads on span{s)2 <br />