For the slab system shown in Fig design the one way slab only in both directions. Use o12 bars I 0.3 3m Slab thickness = 150 mm Service loads are w1 =4.5 KN / m and 0.3 6.9 m Wd=6.5 KN/ m (included slab weight) 3 m f% = 25 MPa , fy = 400 MPa 王0.3 0.3 4 m 0.3 2m
For the slab system shown in Fig design the one way slab only in both directions. Use o12 bars I 0.3 3m Slab thickness = 150 mm Service loads are w1 =4.5 KN / m and 0.3 6.9 m Wd=6.5 KN/ m (included slab weight) 3 m f% = 25 MPa , fy = 400 MPa 王0.3 0.3 4 m 0.3 2m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![For the slab system shown in Fig
design the one way slab only in both directions.
Use o12 bars
I 0.3
Slab thickness = 150 mm
3m
Service loads are w1 =4.5 KN / m2
and
:0.3
6.9 m
wd = 6.5 KN / m (included slab weight)
3m
f. = 25 MPa,
fy
= 400 MPa
%3D
主0.3
0.3
4 m
0.3 2 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd6b43afd-3804-4e7f-acb0-c68af51172b6%2F3b5434fc-6c49-474b-b0d8-dbae0c55d676%2Fbtfr5de_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For the slab system shown in Fig
design the one way slab only in both directions.
Use o12 bars
I 0.3
Slab thickness = 150 mm
3m
Service loads are w1 =4.5 KN / m2
and
:0.3
6.9 m
wd = 6.5 KN / m (included slab weight)
3m
f. = 25 MPa,
fy
= 400 MPa
%3D
主0.3
0.3
4 m
0.3 2 m
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