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{ Dibble Engineers,Inc. Project Title: } 1029 Market Street Engineer: )' Kirkland,WA 98033 Project ID: (425)8284200 Project Descr: DEI Wood Beam Project File:23-079 charter club.ec6 LIC#:KW-06014989,Build:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 DESCRIPTION: RBM1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress a los Moment Values Shear Values Segment Length Span# M V CD CM Ct CLx Cp Cfu Cl Cr M fb F'b V tv F'v Length=5.0 ft 2 0.540 0.262 1.15 1.00 1.00 1.00 1.200 1.00 1.00 1.00 2.71 652.2 1,207.5 0.92 51.2 195.5 +D+0.750Lr 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length=8.830 ft 1 0.377 0.183 1.25 1.00 1.00 1.00 1.200 1.00 1.00 1.00 2.06 494.4 1,312.5 0.84 38.8 212.5 Length=5.0 ft 2 0.377 0,183 1.25 1.00 1.00 1.00 1.200 1.00 1.00 1.00 2.06 494.4 1,312.5 0.70 38.8 212.5 +D+0.750S 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length=8.830 ft 1 0.458 0.222 1.15 1.00 1.00 1.00 1.200 1.00 1.00 1.00 2.30 553.6 1,207.5 0.94 43.4 195.5 Length=5.0 ft 2 0.458 0.222 1.15 1.00 1.00 1.00 1.200 1.00 1.00 1.00 2.30 553.6 1,207.5 0.78 43.4 195.5 +0.60D 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length=8.830 ft 1 0.092 0.045 1.60 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.64 154.7 1,680.0 0.26 12.1 272.0 Length=5.0 ft 2 0.092 0.045 1.60 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.64 154.7 1,680.0 0.22 12.1 272.0 Overall Maximum Deflections Load Combination Span Max."=Defl Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 0.0265 3.305 +D+S -0.0034 8.090 +D+S 2 0.1479 5.000 0.0000 8.090 Vertical Reactions Support notation : Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Max Upward from all Load Conditions 0.651 2.350 Max Upward from Load Combinations 0.651 2.350 Max Upward from Load Cases 0.394 1.422 D Only 0.257 0.929 +D+Lr 0.572 2.066 +D+S 0.651 2.350 +D+0.750Lr 0.493 1.782 +D+0.750S 0.552 1.995 +0.60D 0.154 0.557 Lr Only 0.315 1.137 S Only 0.394 1.422