SSC JE CE Quiz_Steel Design Booster Quiz-10

The plastic section modulus of a rectangular section of width 10 mm and depth 12 mm is

A steel column in a multi-storeyed structure carries a load of 125 kN. It is built up of 2 ISMC 350 channels connected by lacing. The lacing carries a load of

Rivets under combined stresses must be subjected to limit as

Where, τ_v and σ₁ = The actual shear and tensile stresses in the rivets, respectively.

Τ_vf and σ_tf = Allowable shear and tensile stresses in the rivets, respectively.

A steel section is subjected to a combination of shear and bending actions. The applied shear force is ‘V’ and shear capacity of the section is ‘V_S’ for such sections, high shear force (as per IS: 800 - 2007) is defined as

In the design of steel structure, for the purpose of designing any member, the load generated due to secondary effects include

1). Due to contraction or expansion from the temperature

2). Due to differential settlement of structure

3). Due to accidental loads

4). Due to eccentric connections

A propped cantilever beam of span ‘L’ is carrying a vertical concentrated load acting at mid span. The plastic moment of the section is M_P. The magnitude of collapse load will be

A tension member, if subjected to possible reversal of stress due to wind or earthquake the slenderness ratio of the member should not exceed

How much percentage increase of permissible stress is allowed when dead load, live load and wind load are considered together in working stress method?