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Project Title: Bement B6/16 <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Printed: 6 AUG 2021, 2:35PM <br /> File:lBement.ec6 <br /> Wood Beam <br /> Software copyright ENERCALC,INC.1883.2020,Build:1223.824 <br /> Lic.#:KW-06010288 RB Engineers,Inc. <br /> DESCRIPTION: BM#2 <br /> Maximum Deflections for Load Combinations <br /> Load Combination Span Max.Downward Defl Location in Span Max.Upward Deft Location in Span <br /> D Only 1 0,0513 in 5.288 ft 0.0000 in 0.000 ft <br /> +D+L 1 0.2090 in 5.288 ft 0.0000 in 0.000 ft <br /> +D+0.750L 1 0.1695 in 5.288 ft 0.0000 in 0.000 ft <br /> +0.60D 1 0.0308 in 5.288 ft 0.0000 in 0.000 ft <br /> LOnly 1 0.1577 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 3.896 3.896 <br /> Overall MINimum 2.940 2.940 <br /> D Only 0.956 0.956 <br /> +D+L 3.896 3.896 <br /> +D+0.750L 3.161 3.161 <br /> +0.60D 0.573 0.573 <br /> L Only 2.940 2.940 <br /> 10 <br /> IL <br /> 7. <br /> ti <br /> 3 <br /> • <br /> hrlEhlEER ;,, — <br /> 1,00 2,03 3,07 4,10 S.14 6,17 7,20 8,24 9.27 10,31 <br /> Distance(ft) <br /> !D 04Iy 1+D+l I+1)+6,7S61 I+6.66D <br />