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Engineering · Civil Engineering
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4.8 Determine the service level moment capacity of the section in Figure P4.1c if the allowable stress for concrete is 0.45 fc and the allowable stress for the reinforcement is 30,000 psi. Use the areas of reinforcement from Problem 4.3 f 6000psi Ec 57000fc psi - 4415ksi Es 2900000psi b - 28in h -36nb- 8in hf - Sin ys-2.Sin d:- h - ys 33.5 in 28 8 fe 04sfc-2700psi 3000qpsi c) fc 6000 psi

the Area is 4#9 so 4in^2
I got 459.07 Kips-in and 3561 .7 Kips-In , am i right? please show steps so i know where i went wrong..

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