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Project Title: Bement B12/16 <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Printed: 6 AUG 2021, 2:34PM <br /> Wood Beam File:Smelted <br /> Software copyright ENERCALC,INC.1983-2020,Build:1220.824 <br /> Uc.#:KW-06010288 RE Engineers,Inc. <br /> DESCRIPTION: BM#4 <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V Cd C FN C i Cr Cm C t CL M tb F'b V fv Pv <br /> Length=3.750 ft 2 0.055 0.036 1.60 1,000 1.00 1.00 1.00 1.00 1.00 3.49 254.38 4640.00 0.93 16.78 464.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.-"Dell Location in Span Load Combination Max."+"Dell Location in Span <br /> 1 0.0000 0.000 +D+L -0.1452 7.254 <br /> +D+L 2 0.3258 3.750 0.0000 7.254 <br /> Maximum Deflections for Load Combinations _ <br /> Load Combination Span Max.Downward Defi Location in Span Max.Upward Dell Location in Span <br /> D Only 2 0,0773 in 3.750 ft 0.0000 In 0.000 ft <br /> +D+L 2 0.3258 in 3.750 ft 0.0000 in 0.000 ft <br /> +D+0.750L 2 0.2637 in 3.750 ft 0.0000 in 0.000 ft <br /> +0.60D 2 0.0464 in 3.750 ft 0.0000 in 0.000 ft <br /> L Only 2 0.2485 in 3.750 ft 0.0000 in 0.000 ft <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 Support 3 <br /> Overall MAXimum -1.148 7,535 <br /> Overall MINimum 0.083 4.898 <br /> D Only 0.138 2.637 <br /> +D+L -1.010 7.535 <br /> +D+0.750L -0.723 6.310 <br /> +0.60D 0.083 1.582 <br /> L Only -1.148 4.898 <br /> t?1EMBER...:. <br /> 10 <br /> L <br /> 0 <br /> L <br /> 0 <br /> .15 <br /> �Q <br /> - <br /> 151 3.08 4,65 623 7,80 9,38 10 55 12,50 14.07 15.64 <br /> Distance(ft) <br /> DOrly I+G+l I+6+6.7S6L I+6.66G <br />