Laserfiche WebLink
• Title Block Line 1 Project Title: <br /> You can change this area Engineer: Project ID: <br /> using the"Settings"menu item Project Descr: <br /> and then using the"Printing& <br /> Title Block"selection. <br /> Title Block Line 6 - Printed:8JUN 2015,2:01PM <br /> - File=c:\CKPROJ-1\2015PR-1\15-024-1\CALCS\gravity.ec6 <br /> Wood Beam File <br /> INC.1983-2015,Build:6.15.1.19,Ver:6.15.1.19 <br /> Lic.#:KW-06009431 Licensee:CK Engineering LLC <br /> Description: RF#2 <br /> CODE REFERENCES <br /> Calculations per NDS 2012, IBC 2012,CBC 2013,ASCE 7-10 <br /> Load Combination Set :ASCE 7-10 <br /> Material Properties <br /> Analysis Method: Allowable Stress Design Fb-Tension 2400 psi E:Modulus of Elasticity <br /> Load Combination ASCE 7-10 Fb-Compr 1850 psi Ebend-xx 1800 ksi <br /> Fc-Prll 1650 psi Eminbend-xx 930 ksi <br /> Wood Species •DF/DF Fc-Perp 650 psi Ebend-yy 1600 ksi <br /> Wood Grade :24F-V4 Fv 265 psi Eminbend-yy 830 ksi <br /> Ft 1100 psi Density 32.21 pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsion buckling <br /> D(0.62)S(1.02) <br /> 0(0.18)S(0.3) <br /> 3.125x12 <br /> Span=11.90 tt <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=12.0 ft,(ROOF) <br /> Point Load: D=0.620, S=1.020 k(cil 6.0 ft,(RF#1) <br /> DESIGN SUMMARY , Desi•n OK <br /> Maximum Bending Stress Ratio = 0.775: 1 Maximum Shear Stress Ratio = 0.420 : 1 <br /> Section used for this span 3.125x12 Section used for this span 3.125x12 <br /> fb :Actual = 2,139.11 psi fv:Actual = 128.14 psi <br /> FB:Allowable = 2,760.00 psi Fv:Allowable = 304.75 psi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span = 5.993ft Location of maximum on span = 10.901 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.245 in Ratio= 583 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0 <360 <br /> Max Downward Total Deflection 0.392 in Ratio= 363 <br /> Max Upward Total Deflection 0.000 in Ratio= 0 <240 <br /> Overall Maximum Deflections %,'� . -R v ,E "'Ty`" <br /> Load Combination Span Max."2 Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+S+H 1 0.3924 5.993 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 3.669 3.683 <br /> Overall MINimum 0.827 0.830 <br /> +041 1.378 1.384 <br /> +D+L+H 1.378 1.384 <br /> +D+Lr+H 1.378 1.384 <br /> +0+5+1-1 3.669 3.683 <br /> +D+0.750Lr+0.750L+H 1.378 1.384 <br /> +D+0.750L+0.750S+H 3.096 3.108 <br />