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.r Dibble Engineers, Inc. Project Title: 1029 Market Street Engineer: Kirkland,WA 98033 Project ID: li (425)828-4200 Project Descr: DEI Wood Beam Project File:23-079 charter club.ec6 LIC#:KW-08014989,Build:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 DESCRIPTION: RA Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V CD CM Ct CLx CF Cfu C I C r M fb F'b V tv F'v Length=2.0 ft 2 0.125 0.141 1.15 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.16 150.4 1,207.5 0.12 27.5 195.5 +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=5.250 ft 1 0.109 0.098 1.25 1.00 1.00 1,00 1.200 1.00 1.00 1.00 0.16 143.4 1,312.5 0.15 20.8 212.5 Length=2.0 ft 2 0,087 0.098 1.25 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.12 113.9 1,312.5 0.09 20.8 212.5 +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=5.250 ft 1 0.133 0.119 1.15 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.18 160.6 1,207.5 0.17 23.3 195.5 Length=2.0 ft 2 0.106 0.119 1.15 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.14 127.6 1,207.5 0.10 23.3 195.5 +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=5.250 ft 1 0.027 0.024 1.60 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.05 44.6 1,680.0 0.05 6.5 272.0 Length=2.0 ft 2 0.021 0.024 1.60 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.04 35.5 1,680.0 0.03 6.5 272.0 Overall Maximum Deflections Load Combination Span Max.="Defl Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 0.0150 2.464 0.0000 0.000 2 0.0000 2.464 +D+S -0.0070 2.000 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 0.185 0.412 Max Upward from Load Combinations 0.185 0.412 Max Upward from Load Cases 0.112 0.250 D Only 0.073 0.162 +D+Lr 0.162 0.362 +D+S 0.185 0.412 +D+0.750Lr 0.140 0.312 +D+0.750S 0.157 0.350 +0.60D 0.044 0.097 Lr Only 0.090 0.200 S Only 0.112 0.250 i I I