Curioustab

Home » Civil Engineering » Structural Design Specifications

As per IS : 1982, the permissible axial tension in rolled I-beams and channels, is

1500 kg/cm2
1800 kg/cm2
1400 kg/cm2
1420 kg/cm2

Correct Answer: 1500 kg/cm2

← Previous Question Next Question→

More Questions from Structural Design Specifications

Minimum diameter of the lateral ties should not be less than
The tolerances for the form work of columns and beams range from
The maximum spacing of shear reinforcement should not exceed 0.75 d subject to a minimum of
Pick up the correct statement applicable to cased columns.
The ratio of the effective length to the least radius of gyration of a tie member of a roof truss, which gets subjected to reversal of stress shall not exceed
The individual part of the structures is subjected to a load test for 24 hours by applying a load equal to full dead load of the structure plus
If the ratio of effective span to overall depth of a simply supported beam is less than 1, the lever arm is
The maximum bending moment in a purlin of length L when subjected to a distributed load ω, is assumed
The average 28 days compressive strength of at least three 15 cm concrete cubes prepared with available water as compared to the average strength of three similer concrete cubes prepared with distilled water, should be at least
If the ends of the compression flanges of simply supported girders are fully restrained against lateral bending, the effective length is taken as

Discussion & Comments

No comments yet. Be the first to comment!

Join Discussion