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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: RBI: Existing 5.25x19.5 Glulam with pinned 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 ft) F'b V fv F'v <br /> Length=25.0 ft 2 0.365 0.218 1.15 1.00 1.00 1.00 0.936 1.00 1.00 1.00 19.69 727.6 1,991.6 4.42 66.4 304.8 <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 0.081 0.051 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 6.47 239.1 2,960.0 1.45 21.8 424.0 <br /> Length=25.0 ft 2 0.086 0.051 1.60 1.00 1.00 1.00 0.936 1.00 1.00 1.00 6.47 239.1 2,771.0 1.45 21.8 424.0 <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 -0.0299 6.201 <br /> +D+S 2 0.3259 13.827 0.0000 6.201 <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 9.852 3.864 <br /> Max Upward from Load Combinations 9.852 3.864 <br /> Max Upward from Load Cases 5.162 2.025 <br /> Max Downward from all Load Conditio -0.358 <br /> Max Downward from Load Combinations -0.358 <br /> Max Downward from Load Cases(Resis -0.187 <br /> D Only -0.170 4.689 1.839 <br /> +D+S -0.358 9.852 3.864 <br /> +D+0.750S -0.311 8.561 3.358 <br /> +0.60D -0.102 2.813 1.104 <br /> S Only -0.187 5.162 2.025 <br />