Curioustab

Home » Civil Engineering » Steel Structure Design

The permissible stress in bending for rolled steel I-beams and channels, is

1500 kg/cm2
1575 kg/cm2
945 kg/cm2
1650 kg/cm2
1875 kg/cm2

Correct Answer: 1650 kg/cm2

← Previous Question Next Question→

More Questions from Steel Structure Design

Pick up the incorrect statement from the following:
The average shear stress for rolled steel beam section, is
Pick up the correct statement from the following:
The ratio of shearing stress to shearing strain within elastic limit, is known as
Net sectional area of a tension member, is equal to its gross section area
If the unsupported length of a stanchion is 4 metres and least radius of gyration of its cross-section is 5, the slenderness ratio of the stanchion, is
A beam is defined as a structural member subjected to
For a column of height L fixed in position and direction both at its top and bottom, its effective length, is
The effective length of a compression member of length L held in position and restrained in direction at one end and effectively restrained in direction but not held in position at the other end, is
Rolled steel Tee-sections are used

Discussion & Comments

No comments yet. Be the first to comment!

Join Discussion