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Project Title: Bement B9/16 <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Printed: 6 AUG 2021. 2:30PM <br /> Wood Beam File:Bement.ec6 <br /> L1c:#:KW 08078288 Software copyright ENERCALC,INC.198322020,Build:12.20.8.24 <br /> RB Engineers, nc. <br /> DESCRIPTION: BM#3 <br /> Maximum Deflections for Load Combinations <br /> Load Combination Span Max.Downward Defl Location in Span Max.Upward Defl Location in Span <br /> D Only 1 0.0586 in 5.288 ft 0.0000 In 0.000 ft <br /> +D+L 1 0.1937 in 5.288 ft 0.0000 in 0.000 ft <br /> +D+0.750L 1 0.1600 in 5.288 ft 0.0000 in 0.000 ft <br /> +0.60D 1 0.0351 In 5.288 ft 0.0000 in 0.000 ft <br /> L Only 1 0.1352 in 5.288 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 <br /> Overall MAXimum 5.418 5.418 <br /> Overall MINimum 3.780 3.780 <br /> D Only 1.638 1.638 <br /> +D+L 5.418 5.418 <br /> +D+0.750L 4.473 4.473 <br /> +0.60D 0.983 0.983 <br /> L Only 3.780 3.780 <br /> 15 <br /> 11 <br /> fi. <br /> u 7 <br /> C <br /> I) <br /> C <br /> 0 <br /> 4 <br /> MEMBER••>y <br /> 1,00 2,03 3.07 4,10 9,14 6,17 720 8,24 9,27 10,31 <br /> Distance(ft) <br /> D Oftly I+D+11+D+6.)Sbl I+6.66D <br />