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Title Block Line 1 Project Title: <br /> You can change this area Engineer: Protect ID: <br /> using the"Settings"menu item Project Descr: <br /> and then using the'Printing& <br /> Title Block'selection. <br /> Title Block Line 6 Printed:23 SEP 2016,10:31Al <br /> File=F.ISUMMER-112016-SS12W7A2-111MPACT-'LEC6 <br /> WOOCI B@ali7 ENERCALC,INC.1983-2015,Build:6.15.10.6,Ver.6.16.4.30 <' <br /> Description; Support beam 410 <br /> Load Combination Max Stress Ratios _ Mo_men_i Values Shear Values <br /> Segment Length Span# M V Cd C FN _C i C r C m _C t C L M fb Pb V fir Pv <br /> +D+0.750L+0.750S+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=2.670 it 1 0.093 0.090 1.15 1.200 1.00 1.00 1.00 1.00 1.00 0.53 127.99 1376.77 0.40 18.58 207.00 <br /> +D+0.60W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=2.670 ft 1 0.035 0.033 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.27 66.11 1913.65 0.21 9.58 288.00 <br /> +D+0.70E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=2.670 It 1 0.035 0.033 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.27 66.11 1913.65 0.21 9.58 288.00 <br /> +D+0.750Lr+0.750L+0.450W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=2.670 it 1 0.064 0.062 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.51 122.83 1913.65 0.38 17.83 288.00 <br /> +D+0.750L+0.750S+0.450W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=2.670 It 1 0.067 0.065 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.53 127.99 1913.65 0.40 18.58 288.00 <br /> +D+0.750L+0.750S+0.5250E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=2.670 ft 1 0.067 0.065 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.53 127.99 1913.65 0.40 18.58 288.00 <br /> +0.60D+0.60W+0.60H 1.200 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 <br /> Length=2.670 it 1 0.021 0.020 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.16 39.66 1913.65 0.12 5.75 288.00 <br /> +0.60D+0.70E+0.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=2.670 it 1 0.021 0.020 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.16 39.66 1913.65 0.12 5.75 288.00 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination `�� Support 1 Support 2 <br /> Overall MAXimum 0.406 0.403 <br /> Overall MINimum 0.087 0.086 <br /> +D+H 0.212 0.211 <br /> +D+L+H 0.363 0.360 <br /> +D+Lr+H 0.299 0.297 <br /> +D+S+H 0.321 0.318 <br /> +D+0.750Lr+0.750L+H 0.390 0.387 <br /> +D+0.750L+0.750S+H 0.406 0.403 <br /> +D+0.60W+H 0.212 0.211 <br /> +D+0.70E+H 0.212 0.211 <br /> +D+0.750Lr+0.750L+0.450W+H 0.390 0.387 <br /> +D+0.750L+0.750S+0.450W+H 0.406 0.403 <br /> +D+0.750L+0.750S+0.5250E+H 0.406 0.403 <br /> +0.60D+0.60W+0.60H 0.127 0.126 <br /> +0.60D+0.70E+0.60H 0.127 0.126 <br /> D Only 0.212 0.211 <br /> Lr Only 0.087 0.086 <br /> L Only 0.151 0.149 <br /> S Only 0.108 0.108 <br /> W Only <br /> E Only <br /> H Only <br /> w � <br />