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General Data � � <br /> Name: Designs\Fa01 <br /> Design Type: Floor Beam 0/12 <br /> Number or spans: 1 Repetitive: n/a <br /> Left Cant. : No Construction: n/a �O �.G`�_O� � <br /> Right Cant. : No <br /> Product Data <br /> Product name: 5-1/8" x 12" BOISE GLULAM"' 24F-V4/DF <br /> E / 10^6 = 1.80 psi EI / 10^6 = 1328.40 K / ]0^6 = 0.00 Lbs <br /> Allowable resistive moment at 1008 = 24, 600 ft-lbs <br /> Allowable end shear at 1002 = 10,865 ].bs <br /> Allowable conCinuous shear at 1008 = 10,865 lbs <br /> Member Final Load Cases : Span Data <br /> Load Case #0: 1. Dead load, no variation <br /> Loads <br /> Type Stait Pos End Pos Start Value End Valu�� _ <br /> Dead Load 00-00-00 19-00-00 10 psf ---- <br /> Dead Load 00-00-00 19-00-00 15 plf ---- <br /> Span 1 <br /> MomenL- Left: -0 ft-lbs <br /> Moment Right: 0 ft-lbs <br /> Bending: 3, 109 ft-lbs <br /> Shear Left: 682 lbs <br /> Shear Right: -682 lbs <br /> Shear Red. Left: 80 lbs <br /> Shear Red. Right: -80 lbs <br /> Total Defl: 0.139" <br /> Total Neg. Defl: -0" <br /> Dead Load Defl: 0.139" <br /> Bending Defl: 0.139" <br /> Shear Defl: 0" <br /> Uplift: 0 lbs <br /> Reaction @ B0: 712 lbs <br /> Reaction @ B1: 712 lbs <br /> Load Case kl : 1 . Dend 1o�d, no variation + 1 . Live load, default duration and primary <br /> application <br /> Loads <br /> Type Start Po; End Pos SCart Value End V�lue _ <br /> Uead Load 00-00-00 19-00-00 10 psf ---- <br /> Dead Load 00-00-00 19-00-00 15 plf ---- <br /> Live Load 00-00-00 19-00-00 90 psf ---- <br /> �Pin 1 <br /> Momenl LeYt: 0 Yt-lbs <br /> Moment Right: 0 tr-16_: <br /> eendinq: 13,050 f�-ius <br /> Shear Left: 2,86% lhs <br /> Sheac Righl: -2,867 lbs <br /> Shear Red. Leit: 335 lh:: <br /> Shear Red. Riqiit: -335 lbs <br /> Total Defl: O.Sb6" <br /> Total Ney. Defl: -0" <br /> Dead Load Defl: 0.139" <br /> Bending Detl: 0.58G" <br /> Sne��r Pefl : 0" �` � <br /> IlnlitY • � I��G �i � <br /> 7� <br /> � <br />