According to IS : 800-1962 the permissible bending stress in steel sla – McqOptions

MCQOPTIONS

1.	According to IS : 800-1962 the permissible bending stress in steel slab plates, is
A.	1500 kg/cm²
B.	1420 kg/cm²
C.	2125 kg/cm²
D.	1890 kg/cm²
Answer» E.

Discussion

No Comment Found

Related MCQs

On eccentrically loaded columns, the equivalent axial load may be obtained by
If d is the distance between the flange angles, the vertical stiffeners in plate girders are spaced not greater than
Rolled steel angle sections are classified as
The allowable stress in axial tension is generally kept less if thickness of the member is more than
A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed
For steel members not exposed to weather, the thickness of steel should not be less than
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
When a tension member consists of two channel sections, the allowance for rivet hole is made for two holes from
The moment of the couple set up in a section of a beam by the logitudinal compressive and tensile force, is known as
In a fillet weld placed on the sides of the base, the metal experiences