Compute the design moment capacity for the cantilever beam shown in the figure below. The 16 in. wide beam supports a uniform service (unfactored) dead load of 0.8 kip/ft plus its own self weight, and it supports a concentrated service (unfactored) live load of 12 kip as shown. The concrete has f'c = 5,000 psi and the steel is Grade 60. Is this beam safe for bending? Perform parametric analyses showing the effect of the following parameters on the moment capacity and safety: (a) f'c = 4 ksi, 5 ksi, 7 ksi (b) Live load = 8 kips, 14 kips, 20 kips

Compute the design moment capacity for the cantilever beam shown in the figure below. The 16 in. wide beam supports a uniform service (unfactored) dead load of 0.8 kip/ft plus its own self weight, and it supports a concentrated service (unfactored) live load of 12 kip as shown. The concrete has f'c = 5,000 psi and the steel is Grade 60. Is this beam safe for bending? Perform parametric analyses showing the effect of the following parameters on the moment capacity and safety: (a) f'c = 4 ksi, 5 ksi, 7 ksi (b) Live load = 8 kips, 14 kips, 20 kips

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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