TasDia Network
TasDia Network

MCQs 1: Maximum distance between expansion joints in structures as per IS : 456 – 1978 is________________?

20 m 30 m 45 m 60 m
Answer Explanation

MCQs 2: A higher modular ratio shows____________?

higher compressive strength of con-crete lower compressive strength of concrete higher tensile strength of steel lower tensile strength of steel
Answer Explanation

MCQs 3: Ratio of permissible stress in direct compression and bending compression is______________?

less than 1 between 1 and 1.5 between 1.5 and 2.0 greater than 2
Answer Explanation

MCQs 4: In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by_______________?

10% 20% 30% 40%
Answer Explanation

MCQs 5: Half of the main steel in a simply supported slab is bent up near the support at a distance of x from the center of slab bearing where x is equal to________________?

1/3 1/5 1/7 1/10
Answer Explanation

MCQs 6: If the size of panel in a flat slab is 6m x 6m, then as per Indian Standard Code, the widths of column strip and middle strip are__________________?

3.0 m and 1.5 m 1.5 m and 3.0 m 3.0 m and 3.0 m 1.5 m and 1.5 m
Answer Explanation

MCQs 7: The permissible diagonal tensile stress in reinforced brick work is_____________?

about 0.1 N/mm2 zero 0.3 N/mm2 to 0.7 N/mm2 about 1.0 N/mm2
Answer Explanation

MCQs 8: When shear stress exceeds the permissible limit in a slab, then it is reduced by____________?

increasing the depth providing shear reinforcement using high strength steel using thinner bars but more in number
Answer Explanation

MCQs 9: The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone_________________?

compressive stress shear stress bond stress tensile stress
Answer Explanation

MCQs 10: The limits of percentage p of the longitudinal reinforce-ment in a column is given by_____________?

0.15% to 2% 0.8% to 4% 0.8% to 6% 0.8% to 8%
Answer Explanation

MCQs 11: The minimum cover to the ties or spirals should not be less than________________?

15 mm 20 mm 25 mm 50mm
Answer Explanation

MCQs 12: Maximum percentage reinforcement in case of slabs is limited to___________________?

2 4 6 8
Answer Explanation

MCQs 13: The diameter of ties in a column should be_______________?

more than or equal to one fourth of diameter of main bar more than or equal to 5 mm more than 5 mm but less than one-fourth of diameter of main bar more than 5 mm and also more than one-fourth of diameter of main bar
Answer Explanation

MCQs 14: The minimum diameter of longitudinal bars in a column is________________?

6 mm 8 mm 12 mm 16 mm
Answer Explanation

MCQs 15: For the design of retaining walls, the minimum factor of safety against overturning is taken as_____________?

1.5 2.0 2.5 3.0
Answer Explanation

MCQs 16: The load carrying capacity of a helically reinforced column as compared to that of a tied column is about________________?

5% less 10% less 5% more 10% more
Answer Explanation

MCQs 17: Due to circumferential action of the spiral in a spirally reinforced column________________?

capacity of column is decreased ductility of column reduces capacity of column is decreased but ductility of column increases both the capacity of column and ductility of column increase
Answer Explanation

MCQs 18: Which of the following R.C. retaining walls is suitable for heights beyond 6m ?

L-shaped wall T-shaped wall counterfort type all of the above
Answer Explanation

MCQs 19: The temperature reinforcement in the vertical slab of a T-shaped R.C. retaining wall is______________?

not needed provided equally on inner and front faces provided more on inner face than on front face provided more on front face than on inner face
Answer Explanation

MCQs 20: For a slab supported on its four edges with corners held down and loaded uniformly, the Marcus correction factor to the moments obtained by Grashoff Rankine’s theory_______________?

is always less than 1 is always greater than 1 can be more than 1 can be less than 1
Answer Explanation

Related Topics

About Us | Contact Us | Privacy Policy
ABOUT US
Category
Who We Are

TasDia Network, this platform not only provides you the best educational stuff but besides this, we are creating thousands of new ideas to making your signature and planning much more on a single platform.

© 2020-2023, TasDia Network

All rights of the publication are reserved by tasdia.com.