Design for the maximum negative moment, maximum positive moment, and maximum shear of a continuous one-way solid slab (more than three spans) supported on beams that span 15 ft on centers. The slab cames a uniform dead load of 145 psf (including the self-weight of the slab) and a live load of 160psf. fc=4 ksi fy= 50 ksi ,h=6 in, d=4.8 in, try #4 bars and beam width is 1.5 ft. Use the ACI-318 moment and shear coefficients for continuous beams and one-way slabs.

Design for the maximum negative moment, maximum positive moment, and maximum shear of a continuous one-way solid slab (more than three spans) supported on beams that span 15 ft on centers. The slab cames a uniform dead load of 145 psf (including the self-weight of the slab) and a live load of 160psf. fc=4 ksi fy= 50 ksi ,h=6 in, d=4.8 in, try #4 bars and beam width is 1.5 ft. Use the ACI-318 moment and shear coefficients for continuous beams and one-way slabs.

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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