Q4. A four-span continuous bcam of constant rectangular cross section is supported at A, B, C, D, and E. The factored mo

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Q4. A four-span continuous bcam of constant rectangular cross section is supported at A, B, C, D, and E. The factored mo

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Q4 A Four Span Continuous Bcam Of Constant Rectangular Cross Section Is Supported At A B C D And E The Factored Mo 1
Q4 A Four Span Continuous Bcam Of Constant Rectangular Cross Section Is Supported At A B C D And E The Factored Mo 1 (34.75 KiB) Viewed 39 times
Q4. A four-span continuous bcam of constant rectangular cross section is supported at A, B, C, D, and E. The factored moments resulting from analysis are as follows: M. Mc = At Supports, ft-kips At Midspan, ft-kips = 138 Mas = 158 M = 220 Mgr = 138 = 200 Med = 138 M. = 220 Me = 158 M = 138 Determine the required final concrete dimensions for this beam, using d = 1.75 b, and determine the reinforcement requirements at each critical moment section. Your final reinforcement ratio should not exceed = 0.6x po.005. Use fy = 60.000 psi and fc' = 6000 psi.
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