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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 />Span #2 <br />Span Length = <br />Span #3 <br />Span Length = <br />Span #4 <br />Span Length = <br />Span #5 <br />Span Length = <br />Span #6 <br />Span Length = <br />14 <br />3.50 ft <br />Area = <br />10.0 inA2 <br />Moment of Inertia = <br />3.50 ft <br />Area = <br />10.0 inA2 <br />Moment of Inertia = <br />2.580 ft <br />Area = <br />10.0 inA2 <br />Moment of Inertia = <br />2.580 ft <br />Area = <br />10.0 inA2 <br />Moment of Inertia = <br />3.080 ft <br />Area = <br />10.0 inA2 <br />Moment of Inertia = <br />3.080 ft <br />Area = <br />10.0 inA2 <br />Moment of Inertia = <br />D(9.701) L(9195) 8(6.219) <br />100.0 inA4 <br />100.0 inA4 <br />100.0 inA4 <br />100.0 inA4 <br />100.0 inA4 <br />100.0 inA4 <br />Span = 3.50 ft Span = 3.50 ft Span -= 2.580 ft Span = 2.580 ft Span = 3.080 ft Span = 3.080 ft <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 = 0.0240, L = 0.040 k/ft, Tributary Width = 11.50 ft <br />Load(s) for Span Number 5 <br />Point Load: D=9.701, L=9.950, S=6.219k@0.0ft <br />DESIGN SUMMARY <br />Maximum Bending = <br />Load Combination <br />Span # where maximum occurs <br />Location of maximum on span <br />Maximum Deflection <br />Max Downward Transient Deflection <br />Max Upward Transient Deflection <br />Max Downward Total Deflection <br />Max Upward Total Deflection <br />0.990 k-ft Maximum Shear = <br />+D+L Load Combination <br />Span # 1 Span # where maximum occurs <br />3.500 ft Location of maximum on span <br />0.000 in <br />0 <br />0.000 in <br />0 <br />0.000 in <br />97503 <br />0.000 in <br />3076408 <br />1.571 k <br />+D+L <br />Span # 1 <br />3.500 ft <br />Vertical Reactions <br />Support notation : Far left is #' <br />Values in KIPS <br />Load Combination <br />Support 1 <br />Support 2 <br />Support 3 <br />Support 4 <br />Support 5 <br />Support 6 <br />Support 7 <br />Overall AXimum <br />1.005 <br />2.985 <br />2.184 <br />1.784 <br />23.541 <br />2.606 <br />0.888 <br />Overall MINimum <br />-0.000 <br />-0.000 <br />-0.000 <br />D Only <br />0.377 <br />1.120 <br />0.819 <br />0.669 <br />10.462 <br />0.977 <br />0.333 <br />+D+L <br />1.005 <br />2.985 <br />2.184 <br />1.784 <br />21.682 <br />2.606 <br />0.888 <br />+D+S <br />0.377 <br />1.120 <br />0.819 <br />0.669 <br />16.681 <br />0.977 <br />0.333 <br />+D+0.750L <br />0.848 <br />2.519 <br />1.843 <br />1.505 <br />18.877 <br />2.199 <br />0.749 <br />+D+0.750L+0.750S <br />0.848 <br />2.519 <br />1.843 <br />1.505 <br />23.541 <br />2.199 <br />0.749 <br />+0.60D <br />0.226 <br />0.672 <br />0.491 <br />0.401 <br />6.277 <br />0.586 <br />0.200 <br />L Only <br />0.628 <br />1.866 <br />1.365 <br />1.115 <br />11.219 <br />1.629 <br />0.555 <br />S Only <br />-0.000 <br />0.000 <br />-0.000 <br />0.000 <br />6.219 <br />0.000 <br />-0.000 <br />