- Consider The Beam Shown Below With A Uniformly Distributed Dead Load Not Including The Self Weight Wp 5 6 K Ft And 1 (70.47 KiB) Viewed 51 times
- Consider the beam shown below with a uniformly distributed dead load (not including the self- weight) wp=5.6 k/ft and
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- Consider the beam shown below with a uniformly distributed dead load (not including the self- weight) wp=5.6 k/ft and
- Consider the beam shown below with a uniformly distributed dead load (not including the self- weight) wp=5.6 k/ft and a concentrated live load P = 37 k acting in the middle of the beam. fy=60 ksi and f=4000 psi. Beam length L=16 ft. (a) Design the beam cross-section for maximum bending moment. (15 points) (b) Considering the entire beam, determine the bar cut-off points. Ensure that the beam has sufficient strength along the length of the beam. (15 points) (c) Design the shear reinforcement for the beam. (15 points) WD L/2 L
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