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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 (El)w/ 1/2 Lighting truss <br /> Maximum Forces & Stresses for Load Combinations <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V CD CM Ct CLx CF Cfu C i Cr M fb F'b V fv F'v <br /> Length=24.50 ft 1 0.250 0.110 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 8.55 601.0 2,400.0 1.35 31.7 288.0 <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 0.572 0.256 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 19.54 1,373.9 2,400.0 3.15 73.8 288.0 <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 0.101 0.044 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 3.45 242.5 2,400.0 0.55 12.8 288.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+S 1 1.0576 12.353 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 Upwardrorii all Load Conditions 3.637 3.637 <br /> Max Upward from Load Combinations 3.637 3.637 <br /> Max Upward from Load Cases 2.450 2.450 <br /> D Only 1.187 1.187 <br /> +D+S 3.637 3.637 <br /> +D+0.7505 3.025 3.025 <br /> +0.60D 0.712 0.712 <br /> S Only 2.450 2.450 <br /> 2°01461 <br />