For the reinforced concrete beam shown in Figure 2 (subjected to a dead load ( w_{D}=1 mathrm{k} / mathrm{ft} ) including self-weight, and a live load ( mathrm{w}_{ mathrm{L}}=1 mathrm{k} / mathrm{ft} ) ), determine location and extension (length) of cracked and un-cracked regions Normal Weight Concrete ( f^{ prime} c=5000 mathrm{psi} solutionspile.com

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For the reinforced concrete beam shown in Figure 2 (subjected to a dead load  ( w_{D}=1  mathrm{k} /  mathrm{ft}  ) including self-weight, and a live load  (  mathrm{w}_{ mathrm{L}}=1  mathrm{k} /  mathrm{ft}  ) ), determine location and extension (length) of cracked and un-cracked regions Normal Weight Concrete  ( f^{ prime} c=5000  mathrm{psi}  ) Gr. 75 steel Fig. 2-Fixed-fixed beam solutionspile.com

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