1 A one room service building is shown in Fig (1), All walls are bricks walls with thickness 036 I -0.36 m Example 130 Xor &8 Slab thickness=t = given in table, If it is reinforced with at top and bottom and in both directions as in table below. a- Find the maximum live load that can be 036 applied safely. Note : Do not check the shear. 0.36 036 Fig (1) GROUP B Reinforcement L1, L2, t, We spacing kN/m m mm 21 350 #13@175 15 3.75 110
1 A one room service building is shown in Fig (1), All walls are bricks walls with thickness 036 I -0.36 m Example 130 Xor &8 Slab thickness=t = given in table, If it is reinforced with at top and bottom and in both directions as in table below. a- Find the maximum live load that can be 036 applied safely. Note : Do not check the shear. 0.36 036 Fig (1) GROUP B Reinforcement L1, L2, t, We spacing kN/m m mm 21 350 #13@175 15 3.75 110
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![1 A one room service building is shown in
036 I
Fig (1), All walls are bricks walls with thickness
-0.36 m
Example 130 XXor &R
Slab thickness=t = given in table,
If it is reinforced with at top and bottom and in
both directions as in table below.
a- Find the maximum live load that can be
036
applied safely.
Note : Do not check the shear.
036
036
Fig (1)
GROUP B
Reinforcement L1,
L2,
t,
We
spacing
m
kN/m
mm
21
350
#13@175
15
3.75 110](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7686ef79-4c0a-4ae3-9c6c-dfcad5cd0580%2F9e6c8936-458f-4b59-b62b-5e2599ee311e%2Fh552548_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1 A one room service building is shown in
036 I
Fig (1), All walls are bricks walls with thickness
-0.36 m
Example 130 XXor &R
Slab thickness=t = given in table,
If it is reinforced with at top and bottom and in
both directions as in table below.
a- Find the maximum live load that can be
036
applied safely.
Note : Do not check the shear.
036
036
Fig (1)
GROUP B
Reinforcement L1,
L2,
t,
We
spacing
m
kN/m
mm
21
350
#13@175
15
3.75 110
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