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Engineering · Civil Engineering
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***3 #9 bars at each row instead of what is shown***
: 5.3 The beam in the figure for Problem 5.3 is to cary 1.6 kips/ft live load and 0.90 kip/ft dead load and f stirrup adequacy according to the simpl method using constant V. If desie ing bearn weight). Using 3000 psí 40,000 psi, investigate the beam for n is not a de- quate, indicate what revision is necessary
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