#20 If tye value of creep coefficient for loading ages of 7 days and 28 Days are A and B Then A + B will be
Anonymous Quiz
9%
3.3
23%
2.7
57%
3.8
11%
2.2
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#21 When HYSD bars are used in place if mild steel bars in a beam, the bond strength
Anonymous Quiz
24%
Both bond strength and ductility increases
1%
Both decreases
63%
Bond Strength increases and ductility decreases
12%
Bond Strength decreases and ductility increases
#22 Due to shrinkage stresses , simply supported beam having reinforcement only at the bottom tends to deflect
Anonymous Quiz
49%
Downward
37%
Upward
11%
Downward or Upward
4%
None of these
# 23 Among the different ways of providing reinforcement in reinforced cement concrete beam, identify the one that does not contribute to improve the shear resistance of the beam section.
Anonymous Quiz
31%
Reinforcement provided in tension zone which extend into the support
53%
Reinforcement provided in compression zone which extend into the support
9%
Bent-up reinforcement
7%
Vertical or inclined stirrups
โค1
#24 Assertion(A) Over Reinforced concrete sections are not permitted by IS code
Reason(R) - Ductile failure gives sufficient warning before collapse and are hence more advisable
Reason(R) - Ductile failure gives sufficient warning before collapse and are hence more advisable
Anonymous Quiz
25%
(A) & (R) correct and (R) is correct explanation of (A)
53%
(A) & (R) correct and (R) is not correct explanation of (A)
9%
(A) correct (R) wrong
14%
(A) wrong and (R) correct
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#24 A concrete mix is to be designed for a strength of 34MPA such that there is a t% probability that an individual cub3 strength test result will fall below 35MPA by more than 5MPA. Determine target mean strength ( Standard deviation for mix as 4MPA)
Anonymous Quiz
57%
36.6MPA
10%
23.4MPA
18%
34MPA
15%
26MPA
โค1
#25 What is the maximum spacing between the inclined shear reinforcement for the beam of effective depth 250mm ?
Anonymous Quiz
18%
188
31%
250
43%
300
8%
350
#26 As per IS 456 : 2000 , the minimum percentage of tension reinforcement required in reinforcement concrete beams of rectangular cross section using Fe415 grade of steel is
Anonymous Quiz
21%
0.167
21%
0.333
37%
0.205
22%
0.253
โค3
#27 Sq footing of side 3m and uniform effective depth 250mm is provided for a 400mm x 400mm column.The line of action load passes through the centroid of the footing as well as of column. If the working load is 400KN ,one way shear stress in the footing
Anonymous Quiz
18%
0.18 mpa
20%
0.22mpa
28%
0.28 mpa
35%
0.32 mpa