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bending moment and shear

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0a Load, P 10 0 4 load ,a 4 0 26.66667 Span 12 12 b 8 Mmax 26.66667 Calc BM @ X x 3m M3 20 KN-m M4 M7 X Mx 0 0 1 6.666667 2 13.33333 3 20 4 26.66667 5 23.33333 6 20 7 16.66667 8 13.33333

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spreadsheet for beam deflection

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Sheet1BM0aLw10Load, P100412load ,a4026.66666666670a2R35Span 1212b6L12S25b8c4Mmax26.6666666667x01.22.43.64.867.28.49.610.812M04283.2113.2128.8130116.89060300Calc BM @ Xx3mM320KN-mM4M7XMx0016.6666666667213.3333333333320426.6666666667523.3333333333620716.6666666667813.3333333333SFx01.22.43.64.867.28.49.610.812M353531197-5-17-25-25-25-25

Sheet2uniform distributed load

Sheet3


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