A cantilever beam shown below supports a uniform service (unfactored) dead loadof 1 kip/ft plus its own dead load and a concentrated service live load of 12 kips, asshown. The concrete is normal-weight concrete with f = 4000 psi and the steel isGrade 60. Use ACI Code 9.2 and 9.3 to determine the factored design moment Mu.For the cross-section shown, computer øM, of the section and show that it exceedsMu.Live load,PL = 12 kipsWD = 1 kip/ft + weight of beam%3D9 ft1 ft(a)6 No. 8 bars15.5 in. 18 in.30 in.

A cantilever beam shown below supports a uniform service (unfactored) dead load of 1 kip/ft plus its own dead load and a concentrated service live load of 12 kips, as hown. The concrete is normal-weight concrete with f = 4000 psi and the steel is irade 60. Use ACI Code 9.2 and 9.3 to determine the factored design moment M.. For the cross-section shown, computer øM, of the section and show that it exceeds Live load, PL = 12 kips Wp = 1 kin/ft + vweight of beam

A cantilever beam shown below supports a uniform service (unfactored) dead load of 1 kip/ft plus its own dead load and a concentrated service live load of 12 kips, as hown. The concrete is normal-weight concrete with f = 4000 psi and the steel is irade 60. Use ACI Code 9.2 and 9.3 to determine the factored design moment M.. For the cross-section shown, computer øM, of the section and show that it exceeds Live load, PL = 12 kips Wp = 1 kin/ft + vweight of beam

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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