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
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۷:۲۹ ۱
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.
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:
6- Use beams for all lines with
am = 1.5.
7- Use beams for all lines with
am= 2.5.
Discuss the results.
2_53528712391174...
AMX36 36.
7.2 m
7.2 m
****************…………………..
7.2m
7.2 m
7.2 m
7.2 m
Transcribed Image Text:: ۷:۲۹ ۱ 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. 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: 6- Use beams for all lines with am = 1.5. 7- Use beams for all lines with am= 2.5. Discuss the results. 2_53528712391174... AMX36 36. 7.2 m 7.2 m ****************………………….. 7.2m 7.2 m 7.2 m 7.2 m
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