Subscribe and get latest posts and study materials to your mail & dont forget to verify ur mail after subscription.

 
Enter your email address: Delivered by FeedBurner

Concrete Technology Mock test – 6 || Civil Engineering Mock tests




Welcome to your Concrete Technology Mock test - 6
Take an exciting test in Concrete Technology
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!
Name
Email
1. The most commonly used admixture which prolongs the setting and hardening time is
2. An aggregate is said to be flaky, if its least dimension is less than
3. A T-shaped retaining wall mainly consists of
4. If the depth of actual neutral axis in a beam is more than the depth of critical neutral axis, then the  beam is called
5. During erection, the pile of length is supported by a crane at a distance of
6. Permissible compressive strength of M 300 concrete grade is
7. Strength of concrete increases with
8. Minimum thickness of load bearing RCC wall should be
9. The recommended value of modular ratio for reinforced brick work is
10. The relation between modulus of rupture fcr, splitting strength fcs and direct tensile strength fcl is  given by
11. The maximum value of hoop compression in a dome is given by
12. If the storey height is equal to length of RCC wall, the percentage increase in strength is
13. The mixture of different ingredients of cement, is burnt at
14. To obtain cement dry powder, lime stones and shales or their slurry, is burnt in a rotary kiln at a  temperature between
15. In case of hand mixing of concrete, the extra cement to be added is
16. In a pile of length , the points of suspension from ends for lifting it are located at
17. If X, Y and Z are the fineness modulli of coarse, fine and combined aggregates, the percentage (P)  of fine aggregates to combined aggregates, is
18. In a spherical dome subjected to concentrated load at crown or uniformly distributed load, the  meridional force is always
19. The fineness modulus of fine aggregate is in the range of
20. The percentage of voids in cement is approximately
21. Maximum distance between expansion joints in structures as per IS: 456 1978 is
22. The rock which is not calcareous, is:
23. In working stress design, permissible bond stress in the case of deformed bars is more than that in  plain bars by
24. The load factors for live load and dead load are taken respectively as
25. Air entrainment in the concrete increases







Share to all

1 Comment on "Concrete Technology Mock test – 6 || Civil Engineering Mock tests"

  1. Sir while writing exam the timer stopped for me.

Leave a comment

Your email address will not be published.


*


Subscribe and get the latest posts and study materials to your mail!

Enter your email address:

Delivered by FeedBurner

// hide the meta tag generator from head and rss function disable_meta_generator() { return ''; } add_filter('the_generator','disable_meta_generator'); remove_action('wp_head', 'wp_generator');