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Deep Beam Design
INPUT DATA
CONCRETE STRENGTH fc' = 3 ksi
REBAR YIELD STRESS fy = 60 ksi
FACTORED SHEAR LOAD Vu = 120 k
FACTORED MOMENT LOAD Mu = 200 ft-k
WIDTH b = 12 in
EFFECTIVE DEPTH d = 32 in
CLEAR SPAN Ln = 12 ft
