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Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />General Beam Analysis Project File: EVERETT CITY HALL.ec6 <br />LIC# : KW-06015244, Build:20.22.7.25 CG ENGINEERING (c) ENERCALC INC 1983-202: <br />DESCRIPTION: Exist Parapet <br />General Beam Properties <br />Elastic Modulus 29,000.0 ksi <br />Span #1 Span Length = 2.160 ft Area = <br />Span #2 Span Length = 2.0 ft Area = <br />Span #3 Span Length = 4.830 ft Area = <br />D(0 z63) <br />1 <br />W(0.920) <br />x 1 x <br />Span = 2.160 ft Span = 2.0 ft <br />10.0 inA2 <br />Moment of Inertia = <br />10.0 inA2 <br />Moment of Inertia = <br />10.0 inA2 <br />Moment of Inertia = <br />D(0.1-U#-01355) D( )37) <br />l F <br />W O920 <br />s-� <br />0.4 <br />Span = 4.830 ft <br />100.0 inA4 <br />100.0 inA4 <br />100.0 inA4 <br />Applied Loads Service loads entered. Load Factors will be applied for calculations. <br />Loads on all spans... <br />Point Load : W = 0.920 k, Starting at: 3.0 ft and placed every 4.0 ft thereafter <br />Load(s) for Span Number 2 <br />Point Load : D = 0.2630 k @ 1.0 ft <br />Load for Span Number 3 <br />Uniform Load : W = 0.40 k/ft, Extent = 2.50 ->> 3.50 ft, Tributary Width = 1.0 ft <br />Point Load : D = 0.0920 k @ 3.50 ft <br />Point Load : D =-0.3550 k @ 2.50 ft <br />Point Load : D = 0.1370 k @ 1.830 ft <br />Point Load : D =-0.1370 k @ 3.830 ft <br />DESIGN SUMMARY <br />Maximum Bending = <br />3.057 k-ft <br />Maximum Shear = <br />2.033 k <br />Load Combination <br />+0.90D+W <br />Load Combination <br />+0.90D+W <br />Span # where maximum occurs <br />Span # 2 <br />Span # where maximum occurs <br />Span # 2 <br />Location of maximum on span <br />2.000 It <br />Location of maximum on span <br />1.013 ft <br />Maximum Deflection <br />Max Downward Transient Deflection <br />0.019 in <br />6000 <br />Max Upward Transient Deflection <br />0.000 in <br />0 <br />Max Downward Total Deflection <br />0.009 in <br />13252 <br />Max Upward Total Deflection <br />-0.005 in <br />24464 <br />Vertical Reactions <br />Support notation : Far left is #' <br />Values in KIPS <br />Load Combination Support 1 <br />Support 2 <br />Support 3 <br />Support 4 <br />Overall MAXimum <br />-1.373 <br />3.613 <br />Overall MINimum <br />-1.373 <br />-0.331 <br />D Only <br />0.551 <br />-0.551 <br />+D+0.60W <br />-0.272 <br />1.616 <br />+D+0.450W <br />-0.067 <br />1.075 <br />+0.60D+0.60W <br />-0.493 <br />1.837 <br />+0.60D <br />0.331 <br />-0.331 <br />W Only <br />-1.373 <br />3.613 <br />34 <br />