Battens provided for a compression member shall be designed to carry a transverse shear equal to:

Battens provided for a compression member shall be designed to carry a

1.	Battens provided for a compression member shall be designed to carry a transverse shear equal to:
A.	2.5% of axial force in member
B.	5% of axial force in member
C.	10% of axial force in member
D.	20% of axial force in member
Answer» B. 5% of axial force in member

Discussion

No Comment Found

Related MCQs

A steel column pinned at both ends has a buckling load of 200kN. If the column is restrained against lateral movement at its mid-height, its buckling load will be
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between _________.
A steel rod of 16 mm diameter has been used as a tie in a bracing system but may be subject to a possible reversal of stress due to the wind. What is the maximum permitted length of the member?
A steel column is pinned at both ends and has a buckling load of 200 kN. If the column is restrained against lateral movement at its mid-height, its buckling load will be
Given thatPE = the crippling load given by EulerPC = the load at failure due to direct compressionPR = the load in accordance with the Rankine’s criterion of failurePR is given by
Consider the following statements in respect of column splicing:1) Splices should be provided close to the point of inflection in member2) Splices should be located near to the point of lateral restraint in a member3) Machined columns for perfect bearing would need splices to be designed for axial force onlyWhich of the above statements are correct?
In the design of steel columns, the shear resistance at the proper contact surface between steel base and concrete / grout may be calculated using a friction coefficient of
An ISHB 300 with plastic section modulus of 921.68 × 103 mm3, flange width of 250 mm, the yield stress of 250 N/mm2 is embedded in a pocket base to develop its strength with M 25 concrete in design of beam-column. The required depth will be nearly
In the design of a base plate, the bearing strength of concrete as per the Indian Standard (IS) 800 : 2007, is taken as (fck is characteristic strength of concrete)
In double lacing, the thickness 't' of flat lacing is

Battens provided for a compression member shall be designed to carry a transverse shear equal to:

Discussion

No Comment Found

Related MCQs

Reply to Comment