Design Of Steel Structures MCQ Questions & Answers | Civil Engineering

A. Bending moment due to 2.5% of the column load

B. Shear force due to 2.5% of the column load

C. 2.5% of the column load

D. Both (A) and (B)

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. Lateral loads

B. Longitudinal loads and vertical loads

C. Lateral, longitudinal and vertical loads

D. Lateral and longitudinal loads

A. 0.55 A_w f_y

B. 0.65 A_w f_y

C. 0.75 A_w f_y

D. 0.85 A_w f_y

A. 12t

B. 16t

C. 20t

D. 25t

A. ISMB

B. ISLB

C. ISHB

D. ISWB

A. 1.23 m above the rail level

B. 1.50 m above the rail level

C. 1.83 m above the rail level

D. 2.13 m above the rail level

A. Transfer the load from the top flange to the bottom one

B. Prevent buckling of web

C. Decrease the effective depth of web

D. Prevent excessive deflection

A. 10 m

B. 20 m

C. 25 m

D. 50 m

A. 1.5 d

B. 2.0 d

C. 2.5 d

D. 3.0 d