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F�7e=P:12013�13 (P��li�hyhwlls F1.1$true 113�$79 hl: <br /> Steel Bea�n ^^� ����� <br /> ,._. � CALC..IM:.19�3-3(1�3.�4: ;5,,31;Yer.6. 3.5:31 <br /> �.��. � <br /> Description� Existing Meaanine Edge Beam C8x11.5 <br /> Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values <br /> Segment Length Span# M V Mmax+ Mmax- Ma-Ma�c Mnx MnxlOmega Cb Rm Va Max Vnx VnxlOmega <br /> +D�0.750L+0.750Si0.5250E+H <br /> Dsgn.L= 11.50 ft 1 0.670 0.130 6.65 6.65 16.59 9.93 1 12 1.00 2.96 38.02 22.76 <br /> �O.60D+W+H <br /> Dsgn.L= 11.50 ft 1 0.167 0.032 1.66 1.66 16.59 9.93 1 12 1.00 0.73 38.02 22.76 <br /> a0.60D�J0E+H <br /> Dsgn.L= 11.50 ft 1 0.167 0.032 1.66 1.66 16.59 9.93 1 12 1.00 0.73 38.02 22.76 <br /> Overall Maximum Deflections•Unfactored Loads <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Loqtion in Span <br /> �+� 1 0.2046 5.635 0.0000 0.000 <br /> Vertical Reactions-Unfactored Support notation Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 3.536 2.478 - <br /> D Only 1.220 0.870 <br /> L Only 2.316 1.609 <br /> D+L 3.536 2.478 <br />