Laserfiche WebLink
General Beam Analysis <br />Project File: calcs.ec6 <br />LIC# : KW-06015057, Build:20.22.6.12 <br />SFA ENGINEERING LLC <br />(c) ENERCALC INC 1983-2022 <br />DESCRIPTION: (E) Dbl 2x Wood Beam (For Load Generation Only) <br />General Beam Properties <br />Elastic Modulus 29,000.0 ksi <br />Span #1 Span Length = 12.0 ft <br />Area = 10.0 inA2 <br />Moment of Inertia = 100.0 inA4 <br />Span #2 Span Length = 12.0 ft <br />Area = 10.0 inA2 <br />Moment of Inertia = 100.0 inA4 <br />v <br />D(0-6467) L(0.6633) S(0.4146) <br />b <br />X <br />X <br />Span = 12.O ft <br />Span = 12-Oft <br />Applied Loads Service loads entered. Load Factors will be applied for calculations. <br />Loads on all spans... <br />Uniform Load on ALL spans : D = 0.0390, L = 0.040, S = 0.0250 k/ft, Tributary Width = 16.583 ft <br />DESIGN SUMMARY <br />Maximum Bending = <br />26.193 k-ft <br />Maximum Shear = <br />10.914 k <br />Load Combination <br />+D+0.750L+0.750S <br />Load Combination <br />+D+0.750L+0.750S <br />Span # where maximum occurs <br />Span # 1 <br />Span # where maximum occurs <br />Span # 1 <br />Location of maximum on span <br />12.000 ft <br />Location of maximum on span <br />12.000 ft <br />Maximum Deflection <br />Max Downward Transient Deflection <br />0.045 in <br />3196 <br />Max Upward Transient Deflection <br />0.000 in <br />0 <br />Max Downward Total Deflection <br />0.099 in <br />1457 <br />Max Upward Total Deflection <br />0.000 in <br />361023 <br />Vertical Reactions <br />Support notation : Far left is #' <br />Values in KIPS <br />Load Combination Support 1 <br />Support 2 Support 3 <br />Overall imum 6.548 <br />21.827 6.548 <br />Overall MINimum <br />D Only 2.910 <br />9.701 2.910 <br />+D+L 5.895 <br />19.651 5.895 <br />+D+S 4.776 <br />15.920 4.776 <br />+D+0.750L 5.149 <br />17.163 5.149 <br />+D+0.750L+0.750S 6.548 <br />21.827 6.548 <br />+0.60D 1.746 <br />5.821 1.746 <br />L Only 2.985 <br />9.950 2.985 <br />S Only 1.866 <br />6.219 1.866 <br />Support <br />2 supported <br />by (E) Column <br />