Laserfiche WebLink
1, Dibble Engineers,Inc. Project Title: <br /> 1029 Market Street Engineer: <br /> Kirkland,WA 98033 Project ID: <br /> �'• (425)828-4200 Project Descr: <br /> DEI <br /> Ggneral Beam Analysis Project File:23-079 Charter Club.ec6 <br /> LIC#:KW-06014989,Build:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1963-2022 <br /> DESCRIPTION: Ridge Beam <br /> General Beam Properties <br /> Elastic Modulus 29,000.0 ksi <br /> Span#1 Span Length = 23.250 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 <br /> D 0.2325 Lr 0.31 S 0.3875 <br /> I x' <br /> I ^ � Span=23.250 ft <br /> I <br /> I Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Uniform Load : D=0.0150, Lr=0.020, S =0.0250 ksf, Tributary Width= 15.50 ft, (Roof) <br /> I DESIGN SUMMARY <br /> P Maximum Bending = 41.894 k-ft Maximum Shear= 7.208 k <br />` Load Combination +D+S Load Combination +D+S <br /> Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 <br /> Location of maximum on span 11.625 ft Location of maximum on span 0.000 ft <br />` Maximum Deflection <br /> Max Downward Transient Deflection 0.886 in 315 <br /> y Max Upward Transient Deflection 0.011 in 24811 <br /> Max Downward Total Deflection 1.417 in 196 <br /> Max Upward Total Deflection 0.005 in 55135 <br /> Maximum Forces & Stresses for Load Combinations <br /> Load Combination Max Stress Ratios Summary of Moment Values (k-ft) Shear Values (k) <br /> Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega <br /> I Overall MAXimum Envelope <br /> Dsgn. L= 23.26 ft 1 41.89 41.89 7.21 <br /> D Only <br /> Dsgn. L= 23.25 ft 1 15.71 15.71 2.70 <br /> +D+Lr <br /> Dsgn.L= 23.25 ft 1 36.66 36.66 6.31 <br /> +D+S <br /> Dsgn.L= 23.25 ft 1 41.89 41.89 7.21 <br /> +D+0.750Lr <br /> Dsgn.L= 23.25 ft 1 31.42 31.42 5.41 <br /> +D+0.750S <br /> Dsgn. L= 23.25 ft 1 35.35 35.35 6.08 <br /> +0.60D <br /> Dsgn.L= 23.25 ft 1 9.43 9.43 1.62 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max. "+"Defi Location in Span <br /> +D+S 1 1.4169 11.741 0.0000 0.000 <br /> Vertical Reactions Support notation: Far left is#' Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 7.208 7.208 <br /> Overall MINimum <br /> D Only 2.703 2.703 <br /> +D+Lr 6.307 6.307 <br /> +D+S 7.208 7.208 <br /> +D+0.750Lr 5.406 5.406 <br /> +D+0.750S 6.081 6.081 <br /> +0.60D 1.622 1.622 <br /> Lr Only 3.604 3.604 <br /> S Only 4.505 4.505 <br />