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In the limit state design of concrete structures, the strain distribution is assumed to be:
- a)Linear.
- b)Non-linear.
- c)Parabolic
- d)Rectangular-Parabolic
Correct answer is option 'A'. Can you explain this answer?
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In the limit state design of concrete structures, the strain distribut...
Assumption in Limit State Design of Concrete Structures
In the limit state design of concrete structures, the strain distribution is assumed to be linear.
Explanation:
Limit state design is a method of designing structures based on the load-carrying capacity of the structure at the ultimate limit state and the serviceability of the structure at the serviceability limit state.
In the limit state design of concrete structures, the following assumptions are made:
1. Elastic behavior of concrete: The behavior of concrete is assumed to be linearly elastic up to the ultimate limit state.
2. Linear strain distribution: The strain distribution in the concrete is assumed to be linear up to the ultimate limit state.
3. Plane sections remain plane: The assumption of plane sections remaining plane is made in the design of reinforced concrete structures.
4. Strain in reinforcement is constant: The strain in the reinforcement is assumed to be constant up to the ultimate limit state.
5. Partial safety factors: Partial safety factors are used to account for the uncertainties in the design parameters.
Conclusion:
In conclusion, the strain distribution in the limit state design of concrete structures is assumed to be linear. This assumption is based on the elastic behavior of concrete and the assumption of plane sections remaining plane. The use of partial safety factors accounts for the uncertainties in the design parameters.
In the limit state design of concrete structures, the strain distribution is assumed to be linear.
Explanation:
Limit state design is a method of designing structures based on the load-carrying capacity of the structure at the ultimate limit state and the serviceability of the structure at the serviceability limit state.
In the limit state design of concrete structures, the following assumptions are made:
1. Elastic behavior of concrete: The behavior of concrete is assumed to be linearly elastic up to the ultimate limit state.
2. Linear strain distribution: The strain distribution in the concrete is assumed to be linear up to the ultimate limit state.
3. Plane sections remain plane: The assumption of plane sections remaining plane is made in the design of reinforced concrete structures.
4. Strain in reinforcement is constant: The strain in the reinforcement is assumed to be constant up to the ultimate limit state.
5. Partial safety factors: Partial safety factors are used to account for the uncertainties in the design parameters.
Conclusion:
In conclusion, the strain distribution in the limit state design of concrete structures is assumed to be linear. This assumption is based on the elastic behavior of concrete and the assumption of plane sections remaining plane. The use of partial safety factors accounts for the uncertainties in the design parameters.
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In the limit state design of concrete structures, the strain distribution is assumed to be:a)Linear.b)Non-linear.c)Parabolicd)Rectangular-ParabolicCorrect answer is option 'A'. Can you explain this answer?
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