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As stipulated in IS: 456 – 2000, some assumptions are considered in the computation of ultimate flexural strength of reinforce concrete section. Of the four options given below, the odd one is to be marked.
- a)Plain sections normal to the axis remain plain after bending.
- b)The relationship between compressive stress distributions in concrete may be assumed to be rectangle, trapezoid, parabola or any other shape which results in prediction of strength in substantial agreement with test results.
- c)The tensile strength of concrete is ignored
- d)The maximum strain in concrete at the extreme compression fiber is assumed as 0.003 in flexure.
Correct answer is option 'D'. Can you explain this answer?
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As stipulated in IS: 456 – 2000, some assumptions are considered...
The maximum strain in concrete at the extreme compression fiber is assumed as 0.0035 in flexure.
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As stipulated in IS: 456 – 2000, some assumptions are considered...
IS: 456 is the Indian Standard code of practice for plain and reinforced concrete. It provides guidelines for the design and construction of concrete structures.
Some of the stipulations in IS: 456 include:
1. Grade of concrete: It specifies the minimum grade of concrete to be used for different types of structures and exposure conditions. The grade of concrete is determined based on the characteristic strength required for the structure.
2. Mix proportion: IS: 456 provides guidelines for the selection of mix proportions for concrete based on the desired strength and workability. It specifies the maximum water-cement ratio, minimum cement content, and maximum aggregate size for different types of structures.
3. Reinforcement detailing: The standard specifies the minimum reinforcement requirements for different structural elements such as beams, columns, slabs, and footings. It provides guidelines for the spacing, diameter, and cover requirements for reinforcement bars.
4. Design loads: IS: 456 provides guidelines for determining the design loads for different types of structures. It specifies the minimum dead load, live load, and other imposed loads to be considered in the design.
5. Structural analysis and design: The standard provides guidelines for the structural analysis and design of concrete structures. It specifies the methods to be used for analyzing the structure and determining the required dimensions and reinforcement.
6. Construction practices: IS: 456 provides guidelines for the construction practices to be followed during the placement and curing of concrete. It specifies the maximum allowable time for placing and compacting concrete and the curing procedures to be followed.
These are some of the stipulations in IS: 456. The standard is regularly updated to incorporate the latest developments in the field of concrete technology and construction practices.
Some of the stipulations in IS: 456 include:
1. Grade of concrete: It specifies the minimum grade of concrete to be used for different types of structures and exposure conditions. The grade of concrete is determined based on the characteristic strength required for the structure.
2. Mix proportion: IS: 456 provides guidelines for the selection of mix proportions for concrete based on the desired strength and workability. It specifies the maximum water-cement ratio, minimum cement content, and maximum aggregate size for different types of structures.
3. Reinforcement detailing: The standard specifies the minimum reinforcement requirements for different structural elements such as beams, columns, slabs, and footings. It provides guidelines for the spacing, diameter, and cover requirements for reinforcement bars.
4. Design loads: IS: 456 provides guidelines for determining the design loads for different types of structures. It specifies the minimum dead load, live load, and other imposed loads to be considered in the design.
5. Structural analysis and design: The standard provides guidelines for the structural analysis and design of concrete structures. It specifies the methods to be used for analyzing the structure and determining the required dimensions and reinforcement.
6. Construction practices: IS: 456 provides guidelines for the construction practices to be followed during the placement and curing of concrete. It specifies the maximum allowable time for placing and compacting concrete and the curing procedures to be followed.
These are some of the stipulations in IS: 456. The standard is regularly updated to incorporate the latest developments in the field of concrete technology and construction practices.
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As stipulated in IS: 456 – 2000, some assumptions are considered in the computation of ultimate flexural strength of reinforce concrete section. Of the four options given below, the odd one is to be marked.a)Plain sections normal to the axis remain plain after bending.b)The relationship between compressive stress distributions in concrete may be assumed to be rectangle, trapezoid, parabola or any other shape which results in prediction of strength in substantial agreement with test results.c)The tensile strength of concrete is ignoredd)The maximum strain in concrete at the extreme compression fiber is assumed as 0.003 in flexure.Correct answer is option 'D'. Can you explain this answer?
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As stipulated in IS: 456 – 2000, some assumptions are considered in the computation of ultimate flexural strength of reinforce concrete section. Of the four options given below, the odd one is to be marked.a)Plain sections normal to the axis remain plain after bending.b)The relationship between compressive stress distributions in concrete may be assumed to be rectangle, trapezoid, parabola or any other shape which results in prediction of strength in substantial agreement with test results.c)The tensile strength of concrete is ignoredd)The maximum strain in concrete at the extreme compression fiber is assumed as 0.003 in flexure.Correct answer is option 'D'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about As stipulated in IS: 456 – 2000, some assumptions are considered in the computation of ultimate flexural strength of reinforce concrete section. Of the four options given below, the odd one is to be marked.a)Plain sections normal to the axis remain plain after bending.b)The relationship between compressive stress distributions in concrete may be assumed to be rectangle, trapezoid, parabola or any other shape which results in prediction of strength in substantial agreement with test results.c)The tensile strength of concrete is ignoredd)The maximum strain in concrete at the extreme compression fiber is assumed as 0.003 in flexure.Correct answer is option 'D'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for As stipulated in IS: 456 – 2000, some assumptions are considered in the computation of ultimate flexural strength of reinforce concrete section. Of the four options given below, the odd one is to be marked.a)Plain sections normal to the axis remain plain after bending.b)The relationship between compressive stress distributions in concrete may be assumed to be rectangle, trapezoid, parabola or any other shape which results in prediction of strength in substantial agreement with test results.c)The tensile strength of concrete is ignoredd)The maximum strain in concrete at the extreme compression fiber is assumed as 0.003 in flexure.Correct answer is option 'D'. Can you explain this answer?.
As stipulated in IS: 456 – 2000, some assumptions are considered in the computation of ultimate flexural strength of reinforce concrete section. Of the four options given below, the odd one is to be marked.a)Plain sections normal to the axis remain plain after bending.b)The relationship between compressive stress distributions in concrete may be assumed to be rectangle, trapezoid, parabola or any other shape which results in prediction of strength in substantial agreement with test results.c)The tensile strength of concrete is ignoredd)The maximum strain in concrete at the extreme compression fiber is assumed as 0.003 in flexure.Correct answer is option 'D'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about As stipulated in IS: 456 – 2000, some assumptions are considered in the computation of ultimate flexural strength of reinforce concrete section. Of the four options given below, the odd one is to be marked.a)Plain sections normal to the axis remain plain after bending.b)The relationship between compressive stress distributions in concrete may be assumed to be rectangle, trapezoid, parabola or any other shape which results in prediction of strength in substantial agreement with test results.c)The tensile strength of concrete is ignoredd)The maximum strain in concrete at the extreme compression fiber is assumed as 0.003 in flexure.Correct answer is option 'D'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for As stipulated in IS: 456 – 2000, some assumptions are considered in the computation of ultimate flexural strength of reinforce concrete section. Of the four options given below, the odd one is to be marked.a)Plain sections normal to the axis remain plain after bending.b)The relationship between compressive stress distributions in concrete may be assumed to be rectangle, trapezoid, parabola or any other shape which results in prediction of strength in substantial agreement with test results.c)The tensile strength of concrete is ignoredd)The maximum strain in concrete at the extreme compression fiber is assumed as 0.003 in flexure.Correct answer is option 'D'. Can you explain this answer?.
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ample number of questions to practice As stipulated in IS: 456 – 2000, some assumptions are considered in the computation of ultimate flexural strength of reinforce concrete section. Of the four options given below, the odd one is to be marked.a)Plain sections normal to the axis remain plain after bending.b)The relationship between compressive stress distributions in concrete may be assumed to be rectangle, trapezoid, parabola or any other shape which results in prediction of strength in substantial agreement with test results.c)The tensile strength of concrete is ignoredd)The maximum strain in concrete at the extreme compression fiber is assumed as 0.003 in flexure.Correct answer is option 'D'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.
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