Civil Engineering

A. 1/12 of strain at the initiation of strain hardening and about 1/120 of maxi-mum strain

B. 1/2 of strain at the initiation of strain hardening and about 1/12 of maxi-mum strain

C. 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain

D. 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain

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