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Dibble Engineers, Inc. Project Title: 1029 Market Street,Suite 200 Engineer: Kirkland,WA 98033 Project ID: T:(425)8284200 Project Descr: www.dibbleengineers.com Wood Beam Project File:23-079 charter club.ec6 LIC#:KW-06014989,Build:20.23.08.30 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2023 DESCRIPTION: BM1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values bnear Values Segment Length Span# M V CD CM Ct CLx Cy Cfu C I Cr M fb F'b V tv F'v +D+0.750Lr 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length= 13.451 ft 1 0.516 0.238 1.25 1.00 1.00 1.00 1.000 1.00 1.00 1.00 21.56 1,548.9 3,000.0 3.90 78.8 331.3 Length=0.04927 ft 1 0.004 0.238 1.25 1.00 1.00 1.00 1,000 1.00 1.00 1.00 0.17 12.3 3,000.0 3.30 78.8 331.3 +D+0.750S 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length= 13.451 ft 1 0.630 0.290 1.15 1.00 1.00 1.00 1.000 1.00 1.00 1.00 24.21 1,739.2 2,760.0 4.38 88.4 304.8 Length=0.04927 ft 1 0,005 0.290 1.15 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.19 13.8 2,760.0 3.70 88.4 304.8 +0.60D 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length= 13.451 ft 1 0.123 0.057 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 6.58 472.5 3,840.0 1.20 24.2 424.0 Length=0.04927 ft 1 0.001 0.057 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.05 3.8 3,840.0 1.02 24.2 424.0 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max. "+"Defl Location in Span +D+S 1 0,3874 6.602 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Max Upward from all Load Condlbons 5.396 4.595 Max Upward from Load Combinations 5.396 4.595 Max Upward from Load Cases 3.304 2.804 D Only 2.091 1.791 +D+Lr 4.735 4.034 +D+S 5.396 4.595 +D+0.750Lr 4.074 3.473 +D+0.750S 4.569 3.894 +0.60D 1.255 1.075 Lr Only 2.643 2.243 S Only 3.304 2.804