he slab has beam between all supports which are poured monolithically with the slab as shown in the Figure below. The slab thickness is 150 mm. Use fy = 414 MPa and f’c = 21 MPa. Assume Ec be the same for slab, beam and column. The slab carries a uniform live load pressure of 5.7 kPa and a uniform dead load pressure of 4.83 kPa (including

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The slab has beam between all supports which are poured monolithically with the
slab as shown in the Figure below. The slab thickness is 150 mm. Use fy = 414
MPa and f’c = 21 MPa. Assume Ec be the same for slab, beam and column. The
slab carries a uniform live load pressure of 5.7 kPa and a uniform dead load
pressure of 4.83 kPa (including self-weight). Use 12 mm ∅ main bars and 10 mm
∅ temperature bars.
a. Compute the moment assigned to the slab at X in the Figure along the span BC.
b. Compute the moment assigned to the slab at Y in the Figure along the span AB.
c. Compute the moment assigned to the slab at W in the Figure along the span
AD.

5m
5m
B
Panel to be
designed
A
5m
72
070 377 1 X
Note: The distances are measured on center.
Section A-A
1350mm
h
T
Section B-B
350mm
D
→>
Com
500mm
350mm
tem
500mm
1350mm
*enl
Transcribed Image Text:5m 5m B Panel to be designed A 5m 72 070 377 1 X Note: The distances are measured on center. Section A-A 1350mm h T Section B-B 350mm D →> Com 500mm 350mm tem 500mm 1350mm *enl
TA
A A
43
E
Me
b TAL
1
1
1
P
[0]
IBL
+
A
y
C
a
B
с
Transcribed Image Text:TA A A 43 E Me b TAL 1 1 1 P [0] IBL + A y C a B с
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