Compute the maximum service unfactored concentrated live

Reference no: EM13560267

A 12-ft-long cantilever supports its own dead load plus an additional uniform service (unfactored) dead load of 0.5 kip/ft. The beam is made from normal-weight 4000-psi concrete and has in, in., and in. It is reinforced with four No. 7 Grade-60 bars. Compute the maximum service (unfactored) concentrated live load that can be applied at 1ft from the free end of the cantilever. Use load and strength –reduction factors from ACI Code Sections 9.2 and 9.3.

Reference no: EM13560267

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