For the slab shown in the figure, Fy= 420 Mpa, Col. Dimensions = 400 x 400 mm, check slab thickness at exterior panel for deflection control for the following cases: 1- Flat slab without edge beam and without drop panel 2- Use edge beam only. 3- Use Drop Panel only. 4- Use edge beam and drop panel. 5- Use beams for all lines with am=0.5. 6- Use beams for all lines with am = 1.5. 7- Use beams for all lines with um= 2.5. Discuss the results. 7.2 m 7.2 m 7.2m 7.2 m 7.2 m 7.2 m

For the slab shown in the figure, Fy= 420 Mpa, Col. Dimensions = 400 x 400 mm, check slab thickness at exterior panel for deflection control for the following cases: 1- Flat slab without edge beam and without drop panel 2- Use edge beam only. 3- Use Drop Panel only. 4- Use edge beam and drop panel. 5- Use beams for all lines with am=0.5. 6- Use beams for all lines with am = 1.5. 7- Use beams for all lines with um= 2.5. Discuss the results. 7.2 m 7.2 m 7.2m 7.2 m 7.2 m 7.2 m

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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