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Project Title: <br />Engineer: <br />Project 10: <br />Project Oeser: <br />DESCmPTION: HIP-2-Hip Beam <br />Oven'l!i Maximl!.lm Deflections <br />Load Combination Spa-n--~M~ax-.~ .. _~ .. ~D~e~fi~L~o-c-at7io-n~i-n~S-p-an--~L-oa-d~C-om~bi~na~t7io_n ____________ 7M~a-x.~"~+7"~D-ef~I~L-o-ca~t~io-n~in-S~p-a--n <br />+D+L.r 1 0.0546 3.345 0.0000 0.000 <br />V~·rtic3li Reactions Support notation : Far left is #1 Values in KIPS <br />Load Combination --------~--~~~--~----Support 1 Support 2 <br />1Viax Dj)waiccl from·-allToaa-conditions <br />Max Upward from Load Combinations <br />Max Upward from Load Cases <br />D Only <br />+IJ+L.r <br />+D+O. 1'50Lr <br />+0.60D <br />LrOnly <br />0.269 0.412 <br />0.269 0.412 .Jt:-r A.. ...-r-h <br />o.146 o.228 lJ'L ~ '/ 1 I ~ Jt; -/ "~ v <br />0.123 0.184 ,___- <br />0.269 0.412 <br />0.233 0.355 <br />0.074 0.111 <br />0.146 0.228