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Project Title: I <br /> Engineer: <br /> t1D. <br /> Project Descr: <br /> Wood Beam Project File:10=.� <br /> LIC# KVV46-614008,8utld 20 24.D5.02 Structural Design Associates (c) NERCA C INC 1983.2dij <br /> DESCRIPTION: main floor beam with point load <br /> Maximum Forces&Stresses for Load Combinations <br /> Load Combination Max ress a ios Moment Values-_, ear Values <br /> Segment Length Span# M V CD CM Ct CLx CF Cfu C i C r M fb F'b V fv Pv <br /> Length= 11.50 ft 1 0.837 0.447 1.15 1.00 1.00 1.00 1.100 1.00 1.00 1.00 3.40 952.4 1,138.5 1.71 92.5 207.0 <br /> +0.60D 1.00 1.00 1.00 1.100 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length= 11.50 ft 1 0.243 0.129 1.60 1.00 1.00 1.00 1.100 1.00 1.00 1.00 1.37 384.7 1,584.0 0.69 37.2 288.0 <br /> Vertical Reactions Support notation: Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Max Upward from all loadondrtions 1.754 0.623 <br /> Max Upward from Load Combinations 1.754 0.623 <br /> Max Upward from Load Cases 1.160 0.317 <br /> D Only 1 160 0.317 <br /> +D+L 1.467 0.623 <br /> +D+S 1.646 0.419 <br /> +D+0.750L 1.390 0.547 <br /> +D+0.750L+0.750S 1.754 0.623 <br /> +0.60D 0.696 0.190 <br /> L Only 0.306 0 306 <br /> S Only 0.486 0.102 <br />