1) For the continuous one way slab shown, design the following: 25 points a) Slab thickness b) Positive Main Rebar Live Load \( =100 \mathrm{psf} \) c) Negative Main Rebar Mechanical Load \( =50 \) psf d) Temperature \& Shrinkage Steel \( f_{c}^{\prime}=4000 \mathrm{psi} \) and \( f_{y}=60000 \mathrm{psi} \)

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