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• <br /> Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Wood Beam Project File:230803_enercalc trib_210208_s2306010.ec6 <br /> LIC#:KW-06017385,Build:20.23.08.30 SOUND STRUCTURAL SOLUTIONS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: Purlin (E-1) <br /> Maximum Forces & Stresses for Load Combinations <br /> Load Combination Max Stress Raos Moment Values Shear Values <br /> Segment Length Span# M V CD CM Ct CLx CF Cfu CI Cr M fb F'b V fv F'v <br /> +1.105D+0.750S 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length=24.50 ft 1 0.558 0.253 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 19.04 1,338.6 2,400.0 3.11 72.8 288.0 <br /> +0.460D 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length=24.50 ft 1 0.095 0.043 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 3.24 227.8 2,400.0 0.53 12.4 288.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+S 1 1.0319 12.291 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Max Upward from all Load Conditions 3.600 3.600 <br /> Max Upward from Load Combinations 3.600 3.600 <br /> Max Upward from Load Cases 2.450 2.450 <br /> D Only 1.150 1.150 <br /> +D+S 3.600 3.600 <br /> +D+0.750S 2.987 2.987 <br /> +0.60D 0.690 0.690 <br /> S Only 2.450 2.450 <br /> lt I Lto <br />