The one-way joist slab shown below consists of 150mm wide joists spaced at 550mm. the web width of the spandrel and interior beams is 500mm. Column dimension (500 x 500mm). fc= 28 MPa and fy =420 MPa. Assume the Live load = 3 kN/m^2 Calculate the minimum depth of the one-way joist slab Calculate the moment and the shear using the ACI coefficients

The one-way joist slab shown below consists of 150mm wide joists spaced at 550mm. the web width of the spandrel and interior beams is 500mm. Column dimension (500 x 500mm). fc= 28 MPa and fy =420 MPa. Assume the Live load = 3 kN/m^2 Calculate the minimum depth of the one-way joist slab Calculate the moment and the shear using the ACI coefficients

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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Question

HW # 1 (one-way joist slab)
The one-way joist slab shown below consists of 150mm wide joists spaced at 550mm. the web
width of the spandrel and interior beams is 500mm. Column dimension (500 x 500mm). fc= 28
MPa and fy =420 MPa. Assume the Live load = 3 kN/m^2
Calculate the minimum depth of the one-way joist slab
- Calculate the moment and the shear using the ACI coefficients
Design the one-way joist slab
Provide a clear sketch of the steel reinforcements detailing
-6.0
-5.5
-6.0
5 m
5 m
4 m

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