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;�_ �_ ! <br /> � <br /> t �� <br /> � Header Beam <br /> � Beam Size: W12X14 16-1845R0 <br /> Beam Weight: 14 pif Wtot= 0.87 klf <br /> I: $8•6 in^4 DL= 0.13 kif <br /> (Lr or S)= 0.46 klf <br /> �� Wdn= 0.$7 kif <br /> Galc Width: 23.00 fC Wup= -0.79 lclf <br /> ti Ev= 0.00 klf <br /> Cantiievered Beam: �c= 4.QQ ft <br /> � <br /> �+ M1- W x fZ = 0.855 x 4 2 = 6.93 ft-k <br /> Ifi <br /> �� 2 2 <br /> � <br /> �� <br /> �� <br /> � a a <br /> Deflection: �N x� = 0.866 x I = 0.02 TL e= 0.53 <br /> � 8E1 8 x 29000 x 88.5 0.00 DL <br /> , <br /> ,� <br /> W(4L+3a}� = 0.19 TL <br /> 12EI 0.03 DL <br /> 1 <br /> , <br /> ; Wtot= 0.84 klf <br /> r <br /> 1 DL= Q.13 kif <br /> (Lr or S)= 0.43 klf <br /> Wdn= 0.87 klf <br /> I Wup= -Q.79 klf <br /> ,Simple Beam: I.s= 12A0 ft Ev= 0.00 klf <br /> M= �X�� 0.84 x 12 Z = 15.12 ft-k <br /> 8 8 <br /> Defiection: 5W x 14 = 5 x 0.84Q29 x l4 = 0.1526 TL <= 0.$0 <br /> 384EI 384x29000x 88.6 0.0239 DL <br /> i <br /> � <br /> Beam Size Flange Web Mp Mltb Mflb Ma � <br /> V4112XI4 Comp Comp 72.5 41.9 -- 25.1 ft-k �O� <br /> Unbraced Length: 8.00 ft <br /> Skew: 0 degrees <br /> Purlin Spacing: 3.00�_ 8 I 6 ! 3.00 zo.o <br /> Header Spacing: 4.00 12.00 4.d0 zo.o <br /> 4J11J2016 �v:iorz3t� <br /> a <br /> - - i <br />