Design of Steel Structures MCQs

A. horizontal shear due to wind or earthquake only

B. horizontal, shear due to wind or earthquake + 2.5% of column loads

C. column loads + 2.5% of horizontal shear due to wind or earthquake

D. column loads + full horizontal shear due to wind or earthquake

A. stringer beam

B. lintel beam

C. spandrel beam

D. header beam

A. it is uneconomical

B. it cannot carry the load safely

C. it is difficult to connect beams to the round sections

D. all of the above

A. 10% of wall area

B. 20% of wall area

C. 30% of wall area

D. 50% of wall area

A. 1.33 d

B. 1.25 d

C. 1.5 d

D. 1.75 d

A. angle section

B. channel section

C. box type section

D. any of the above

A. equilibrium and mechanism conditions

B. equilibrium and plastic moment conditions

C. mechanism and plastic moment conditions

D. equilibrium condition only

A. ± 0.2

B. ±0.5

C. ± 0.7

D. 0

A. 16 mm

B. 20 mm

C. 24 mm

D. 27 mm

A. 95.0 MPa on net area

B. 105.5 MPa on net area

C. 105.5 MPa on gross area

D. 150.0 MPa on gross area