#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
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#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
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#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
#28 Maximum depth of beam subjected to torsion for which side face reinforcement is not required is
Anonymous Quiz
14%
400
50%
450
3%
500
33%
750
#29 Where bent up bars are provided , their contribution toward shear resistance shall not be more than
Anonymous Quiz
37%
½ of the total shear reinforcement
26%
⅔ of the total shear reinforcement
16%
⅓of the total shear reinforcement
20%
¼ of the total shear reinforcement
#30 An isolated rectangular footing of size 4m x 3m , total flexural reinforcement required along shorter side is 3000mm². Find the reinforcement required to be provided in central brand of footing slong shorter side
Anonymous Quiz
21%
1538
13%
2051
52%
2572
14%
3166
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#31 In case of two way slab , the limiting deflection of the sla is
Anonymous Quiz
9%
Primarily a function of longer span
63%
Primarily a function of shorter span
5%
Independent of long on short span
24%
Dependent on both long and short span
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#32 As per IS 456 , the weighing or batching accuracy (±) of cement , aggregate, water and admixture shall respectively be
Anonymous Quiz
16%
2,2,2,2
41%
2,3,3,3
21%
3,2,2,2
22%
2,2,3,3
#33 In LSM why is the factor 0.67 applied to the characteristic strength of concrete (fck) before applying the partial safety factor ?
Anonymous Quiz
13%
To account for material quality
73%
To account for difference between cube and structure strength
9%
Creep effects
5%
Shrinkage effects