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Test: Limit State & Working Stress Methods - Civil Engineering (CE) MCQ


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10 Questions MCQ Test - Test: Limit State & Working Stress Methods

Test: Limit State & Working Stress Methods for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Test: Limit State & Working Stress Methods questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Limit State & Working Stress Methods MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Limit State & Working Stress Methods below.
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Test: Limit State & Working Stress Methods - Question 1

The computation of ultimate flexural strength of under and over reinforced sections, as well as of sections is provided by ____________

Detailed Solution for Test: Limit State & Working Stress Methods - Question 1

The Indian and British code methods are limited to under reinforced sections in flexure based on the effective reinforcement ratio, the American code method provides empirical relations to compute the ultimate flexural strength of under and over reinforced sections as well as of sections with compression reinforcement.

Test: Limit State & Working Stress Methods - Question 2

The strain compatibility method of analysis involves the use of ____________

Detailed Solution for Test: Limit State & Working Stress Methods - Question 2

The rigorous strain compatibility method of analysis, which involves the use of idealized stress strain curves of steel and concrete, can also be used for an accurate assessment of the flexural strength of sections with reinforcements in the tension and compression zones.

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Test: Limit State & Working Stress Methods - Question 3

The current Indian, British and American codes have more or less similar provisions for the computation of ____________

Detailed Solution for Test: Limit State & Working Stress Methods - Question 3

The current Indian, British and American codes have more or less similar provisions for the computation of the shear strength of prestressed members that fail in web – shear or flexure – shear cracking modes.

Test: Limit State & Working Stress Methods - Question 4

The primary serviceability limit state corresponds to excessive ____________

Detailed Solution for Test: Limit State & Working Stress Methods - Question 4

Serviceability limit state corresponds to excessive deflection and cracking and it is customary in most codes to safeguard against excessive deflection under serviceability limit state, either indirectly by prescribing minimum span/depth ratio for the member or directly specifying a maximum permissible deflection expressed as a fraction of the span.

Test: Limit State & Working Stress Methods - Question 5

The permissible deflections vary from a maximum of ____________

Detailed Solution for Test: Limit State & Working Stress Methods - Question 5

According to the American code ACI: 318-1989, the permissible deflection vary from a maximum of span/180 to a minimum of span/480 depending upon the type of member and the seriousness of damage to the adjoining structural element.

Test: Limit State & Working Stress Methods - Question 6

The short term deflections of prestressed members of class-1 and class-2 types under service loads are influenced by?

Detailed Solution for Test: Limit State & Working Stress Methods - Question 6

Short term deflections of prestressed members of class-1 and class-2 types under service loads are influenced by: magnitude of the prestressing force and its profile, applied load and self weight of the member and flexural rigidity of the Un cracked concrete sections.

Test: Limit State & Working Stress Methods - Question 7

The limit state of cracking is important in the case of ____________

Detailed Solution for Test: Limit State & Working Stress Methods - Question 7

The limit state of cracking is particularly important in the case of partially prestressed members according to Abeles, who has contributed much information about members with limited prestress.

Test: Limit State & Working Stress Methods - Question 8

The Class 1-type members are preferred for ____________

Detailed Solution for Test: Limit State & Working Stress Methods - Question 8

No tensile stresses are permitted under service loads and hence the structure is crack-free at the working load stage and the members are often referred to as fully prestressed, requiring higher quantity of prestressing steel associated with higher cost, generally class 1 type members are preferred for containment structures housing atomic reactors, pressure pipes and in important structures where cracking at service loads is not acceptable.

Test: Limit State & Working Stress Methods - Question 9

In class 2 structures limited tensile stresses of magnitude not exceeding the modulus of rupture of concrete are permitted under?

Detailed Solution for Test: Limit State & Working Stress Methods - Question 9

Class 2 structures limited tensile stresses of magnitude not exceeding the modulus of rupture of concrete are permitted under working loads members are often referred to as moderately prestressed visible cracks are not permitted in this type abeles has used such structures in British railways with very satisfactory results.

Test: Limit State & Working Stress Methods - Question 10

Which type of class structure is considered as econimal?

Detailed Solution for Test: Limit State & Working Stress Methods - Question 10

Tensile stresses of magnitude exceeding both the modulus of rupture of concrete and the visible cracking of limited width are permitted under service loads as compiled and members are referred to as partially prestressed class-3 type constitute the most economical of prestressed concrete structures due to limited prestressing forces and high tensile steel requirements.

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