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• <br /> • Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Wood Beam Project File:CMS Everett.ec6 <br /> LIC#:KW-06014122,Build:20.23.04.05 PCS STRUCTURAL SOLUTIONS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: RB1: Existing 5.25x19.5 Glulam with cantilever end <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 Cv Cfu C i Cr M fb F'b V fv F'v <br /> Length=25.0 ft 2 0.261 0.212 1.15 1.00 1.00 1.00 0.936 1.00 1.00 1.00 18.28 675.5 2,583.8 4.30 64.5 304.8 <br /> +0.60D 1.00 1.00 1.00 0.936 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length= 10.0 ft 1 0.068 0.050 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 5.45 201.3 2,960.0 1.41 21.2 424.0 <br /> Length=25.0 ft 2 0.062 0.050 1.60 1.00 1.00 1.00 0.936 1.00 1.00 1.00 6.01 222.0 3,594.8 1.41 21.2 424.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> 1 0.0000 0.000 +D+S -0.1260 0.000 <br /> +D+S 2 0.3673 13.547 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 /> Max Upward from all Load Conditions 9.351 4.007 <br /> Max Upward from Load Combinations 9.351 4.007 <br /> Max Upward from Load Cases 4.900 2.100 <br /> D Only 4.451 1.907 <br /> +D+S 9.351 4.007 <br /> +D+0.750S 8.126 3.482 <br /> +0.60D 2.670 1.144 <br /> S Only 4.900 2.100 <br />