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Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />General Beam Analysis Project File: calcs.ec6 <br />DESCRIPTION: (E) Wood Beam Span Analysis (For Load Generation Only) <br />General Beam Properties <br />Elastic Modulus <br />29,000.0 ksi <br />Span #1 <br />Span Length = <br />3.920 ft <br />Area = <br />10.0 inA2 <br />Moment of Inertia = <br />100.0 <br />inA4 <br />Span #2 <br />Span Length = <br />3.920 ft <br />Area = <br />10.0 inA2 <br />Moment of Inertia = <br />100.0 <br />inA4 <br />Span #3 <br />Span Length = <br />4.170 ft <br />Area = <br />10.0 inA2 <br />Moment of Inertia = <br />100.0 <br />inA4 <br />Span #4 <br />Span Length = <br />2.330 ft <br />Area = <br />10.0 inA2 <br />Moment of Inertia = <br />100.0 <br />inA4 <br />Span #5 <br />Span Length = <br />3.750 ft <br />Area = <br />10.0 inA2 <br />Moment of Inertia = <br />100.0 <br />inA4 <br />D(0 2760� L(0.460) <br />X X x x x X <br />rT9'T RT9'f`, -- r1'I'I'1 �1R1T <br />Span = 3.920 ft Span = 3.920 ft Span = 4.170 ft Span = 2.330 ft Span = 3.750 ft <br />Applied Loads <br />Loads on all spans... <br />Uniform Load on ALL spans <br />DESIGN SUMMARY <br />Service loads entered. Load Factors will be applied for calculations. <br />D = 0.0240, L = 0.040 k/ft, Tributary Width = 11.50 ft <br />Maximum Bending = <br />1.152 k-ft <br />Maximum Shear = <br />1.737 k <br />Load Combination <br />+D+L <br />Load Combination <br />+D+L <br />Span # where maximum occurs <br />Span <br /># 1 <br />Span # where maximum occurs <br />Span # 1 <br />Location of maximum on span <br />3.920 ft <br />Location of maximum on span <br />3.920 It <br />Maximum Deflection <br />Max Downward Transient Deflection <br />0.000 in <br />0 <br />Max Upward Transient Deflection <br />0.000 in <br />0 <br />Max Downward Total Deflection <br />0.001 in <br />64101 <br />Max Upward Total Deflection <br />-0.000 in <br />178937 <br />Vertical Reactions <br />Support notation : Far left is #' Values in KIPS <br />Load Combination Support-1 <br />Support 2 <br />Support 3 <br />Support 4 Support 5 Support 6 <br />Overall MAXimum 1.149 <br />3.206 <br />3.029 <br />2.255 2.522 1.15 <br />Overall MINimum <br />D Only 0.431 <br />1.202 <br />1.136 <br />0.846 0.946 0.432 <br />+D+L 1.149 <br />3.206 <br />3.029 <br />2.255 2.522 1.153 <br />+D+0.750L 0.969 <br />2.705 <br />2.555 <br />1.903 2.128 0.973 <br />+0.60D 0.258 <br />0.721 <br />0.681 <br />0.507 0.568 0.259 <br />L Only 0.718 <br />2.004 <br />1.893 <br />1.410 1.577 0.721 <br />