1
GATE CE 2015 Set 1
MCQ (Single Correct Answer)
+1
-0.3
Consider the singly reinforced beam shown in the figure below: GATE CE 2015 Set 1 Reinforced Cement Concrete - Singly Reinforced Sections Question 3 English

At cross-section $$XX,$$ which of the following statements is TRUE at the limit state?

A
The variation of stress is linear and that of strain is non-linear
B
The variation of strain is linear and that of stress is non-linear
C
The variation of both stress and strain is linear
D
The variation of both stress and strain is non-linear
2
GATE CE 2012
MCQ (Single Correct Answer)
+1
-0.3
As per $$IS$$ $$456:2000,$$ in the Limit State Design of a flexural member, the strain in reinforcing bars under tension at ultimate state should not be less than
A
$${f \over E}$$
B
$${f \over E} + 0.002$$
C
$${f \over {1.15E}}$$
D
$${f \over {1.15E}} + 0.002$$
3
GATE CE 2004
MCQ (Single Correct Answer)
+1
-0.3
In the limit state design method of concrete structures, the recommended partial material safety factor $$\left( {{\gamma _m}} \right)$$ for steel according to $$IS:456$$-$$2000$$ is
A
$$1.5$$
B
$$1.15$$
C
$$1.00$$
D
$$0.87$$
4
GATE CE 2000
MCQ (Single Correct Answer)
+1
-0.3
The working stress method of design specifies the value of modular ratio, $$m = 280/\left( {3{\sigma _{cbc}}} \right),$$ where $${{\sigma _{cbc}}}$$ is the allowable stress in bending compression in concrete. To what extent does the above value of $$'m'$$ make any allowance for the creep of concrete?
A
No compensation
B
Full compensation
C
Partial compensation
D
The two are unrelated
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