Design a corbel to support a factored vertical load

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Reference no: EM131397124

Repeat Problem 17-3, but design the corbel using the traditional ACI design procedure given in ACI Code Section 16.5.

Problem 17-3

Design a corbel to support a factored vertical load of 120 kips acting at 5 in. from the face of a column. You should include a horizontal load equal to 20 percent of the factored vertical load. The column and corbel are 14 in. wide. The concrete in the column and corbel was cast monolithically. Use 5000-psi normal-weight concrete and f_y = f_yt = 60 ksi.

Reference no: EM131397124

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