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• i <br /> Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Wood Beam Project File:bn calcs.ec6 <br /> LIC#:KW-06016280,Build:20.22.5.16 PETRATROVICH NOTTINGHAM&DRAGE (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: Roof Beam at South Fork <br /> Maximum Forces&Stresses for Load Combinations <br /> Load Combination Max Stress Hatios Moment Values Shear Values <br /> Segment Length Span# M V Cd CFN CI Cr Cm C t CL M fb F'b V fv F'v <br /> Length=13.0 ft 2 0.444 0.327 1.15 1.000 1.00 1.00 1.00 1.00 0.87 10.95 1,148.98 2588.37 3.50 107.12 327.75 <br /> +0.60D 1.000 1.00 1.00 1.00 1.00 0.87 0.00 0.00 0.00 0.00 <br /> Length=3.50 ft 1 0.035 0.086 1.60 1.000 1.00 1.00 1.00 1.00 0.97 1.35 141.94 4052.88 1.28 39.27 456.00 <br /> Length=13.0 ft 2 0.139 0.086 1.60 1.000 1.00 1.00 1.00 1.00 0.73 4.01 421.16 3021.49 1.28 39.27 456.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Deft Location in Span <br /> 1 0.0000 0.000 +D+S -0.1614 0.000 <br /> +D+S 2 0.2396 6.754 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 Support 3 <br /> Overall MAXimum 7.126 4.103 <br /> Overall MINimum 3.272 1.884 <br /> D Only 3.853 2.219 <br /> +D+S 7.126 4.103 <br /> +D+0.750S 6.308 3.632 <br /> +0.60D 2.312 1.331 <br /> S Only 3.272 1.884 <br />