EX3.1 - CEE 415 Example 3.1: For the singly reinforced...

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CEE 415 1 1 4.65 . 0.85 5.47 . sy c Af a in fb a c in β = = = .) . ( 00551 . 0 k o c c d y cu s ε > = = 2500 k-in. 208 k-ft 2 n a M Af d  = −= =   2 ,min 200 psi ( ) 0.62 . (o.k.) sw y A b d in f = = Example 3.1: For the singly reinforced section shown below, calculate M n , A s,min , and show that this is a tension-controlled section. Calculation of M n ; start by assuming that s y = 0.00207 From
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This note was uploaded on 03/29/2011 for the course CEE 415 taught by Professor Wight during the Spring '11 term at University of Michigan.

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