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(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:CB-1 <br />Project File: MCFADDEN.ec6 <br />Project Title: <br />Engineer: <br />Maximum Forces & Stresses for Load Combinations <br />Span #C C CCMCCLxi r <br />Shear ValuesMax Stress Ratios <br />M V fbMu fvFbVu FvSegment Length O t F Cfu <br />1.00Length = 14.0 ft 1 0.371 0.226 0.80 1.001 1.001.00 1.00 12.77 1,862.8 5,017.0 3.14 501.1113.4 <br />0.00.0 <br />1 0.267 0.163 0.80 1.001 1.001.00 1.00 9.19 1,341.0 5,017.0 2.26 501.181.6 <br />0.00.0 <br />1 0.189 0.115 0.80 1.001 1.001.00 1.00 6.50 947.9 5,017.0 1.60 501.157.7 <br />0.00.0 <br />1 0.259 0.158 1.00 1.001 1.001.00 1.00 11.15 1,627.0 6,271.3 2.74 626.499.1 <br />0.00.0 <br />1 0.113 0.069 1.00 1.001 1.001.00 1.00 4.87 710.9 6,271.3 1.20 626.443.3 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.750Lr+0.750L 1 0.3769 7.051 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 2.965 2.965 <br />Max Upward from Load Combinations 2.965 2.965 <br />Max Upward from Load Cases 1.547 1.547 <br />D Only 1.547 1.547 <br />+D+L 2.317 2.317 <br />+D+Lr 2.667 2.667 <br />+D+0.750Lr+0.750L 2.965 2.965 <br />+D+0.750L 2.125 2.125 <br />+0.60D 0.928 0.928 <br />Lr Only 1.120 1.120 <br />L Only 0.770 0.770