Question: 6 . 0 0 mDesign the deep beam if:Fe = 2 8 MPaDead load qd = 3 2 0 kN / mlive load ql =

6.00 mDesign the deep beam if:Fe=28 MPaDead load qd =320 kN/mlive load ql =175 kN/mThickness = h =50 cm60 cm 60 cmi t 15.60 m +t :14.40 m
6 . 0 0 mDesign the deep beam if:Fe = 2 8 MPaDead

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