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.St@�.'� �@f�lY1 Fde=P:t2013113279(PB2)H��FLIStruc AnalysisN3275hI.,,teplryihiRsH.ec6 <br /> �.��. ► �NIERGALG,INC.1883„ 13,,. ,'fd;6.,13.5:3i,:�/er.¢.a3.5,31 <br /> Description� Existing Meaanine Landing 12x14 <br /> Load Combination Max Stress Ratias Summary of Moment Values Summary of Shear Values <br /> Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx MnxlOmega Cb Rm Va Max Vnx Vnx/Omega <br /> +Di0.750Li0.750S+0.5250E+H <br /> Dsgn.L= 5.00 ft 1 0.602 0.107 -16.54 16.54 45.92 27.50 1.00 1.00 3.66 51 41 34.27 <br /> +O.60D+W+H <br /> Dsgn.L= 5.00 ft 1 0.151 0.027 �.14 4.14 45.92 27.50 1.00 1.00 0.92 51 41 34.27 <br /> +0.60D�OJOE+H <br /> Dsgn.L= 5.00 ft 1 0.151 0.027 -0 14 4 14 45.92 27.50 1.00 1.00 0.92 51 41 34.27 <br /> _Overall Maximum Deflections-Unfactored Loads <br /> Load Combination Span Max.'"Defl Location in Span Load Combination Max."+�Defl Location in Span <br /> �*� 1 0.1074 5.000 0.0000 0.000 <br /> _ Vertical Reactions•Unfactored SuppoA notation Far left is#1 Values in KIPS <br /> Load Combination SuppoA 1 SuppoR 2 <br /> Overall MAXimum 4.361 — <br /> D Only �.g41 <br /> L Only p,g20 <br /> �*� 4.361 <br />