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For the flat slab of Figure 16.22, compute the negative steel required in the column strip for the exterior edge indicated. Also check the slab for moment and shear transfer at the exterior column; ƒ’
c= 3000 psi,
fy= 60,000 psi, and
LL= 100 psf. An 8-in. slab has already been selected with
d= 6.75 in.