Laserfiche WebLink
, Pa�e:2 <br /> � Muiti-t�d�Beamf AISC 9th Ed ASD 1 Ver. 5.Q5 <br /> BV:Jeff Johnson, DFP PLANNING�DESlGN on:p3-142003:09:�6:33 AM <br /> Project:202388-Location: MEW <br /> ,Allow�ble Bendinp Stress: Fb= 20.33 KSI <br /> Web Hei�tht to Thidmess Ratio: h/tta� 30.53 <br /> Limitin5�Web Height to Tti�lmess Ratio for Fr-.4*Fy: hftw+-Limit= 63.33 <br /> Allov�rabte Sh�r Stre.ss: Fv= 'i4.4 KS! <br /> Design R�uiremer�ts Com�rison_ <br /> Corrtrotling Mamerrt M= 18619 FT-LB <br /> 2.684 Ft#rom left supt�t of span 2(Center Span) <br /> C�I mam�rt cr�t�by combining all dead loads and live loads on span{s)2 <br /> Nomirral Moment Strength: Mr- 19893 FT-LB <br /> Cantrollinq Shear: V= ?863 LB <br /> At ladt supcmtt of sl�n 3(Riqht S�n) <br /> Grvtical shear created by c�am6ining all dead I�ds and live losds on span(s)2 <br /> Nominai Shear Strenqth: Vr- 28612 LB <br /> Moment of Inertia(Qefl�tion): Ir�= 14.98 fN4 <br /> 1= 48.00 IN4 <br />