Top 150+ Solved Structural Design and Drawing MCQ Questions Answer

a. one-third distance at span

b. two-third distance at span

c. end of span

d. centre of span

a. 1 in 12

b. 1 in 6

c. 1 in 10

d. 1 in 18

a. cost of purlins only

b. cost of purlins and cost of roof covering

c. dead loads

d. cost of roof covering and dead loads

a. cost of trusses should be equal to twice the cost of purlins

b. cost of trusses should be equal to twice the cost of purlins minus cost of roof coverings

c. cost of trusses should be equal to the cost of purlins plus cost of roof coverings

d. cost of trusses should be equal to twice the cost of purlins plus cost of roof coverings

a. dead load + crane load

b. dead load + wind load

c. dead load + earthquake load

d. dead load + live load + wind load

a. 0.4kn/m2

b. 0.2kn/m2 c) 0.75kn/m2

a. forces

b. moments

c. stresses

d. both force and moment

a. lap joint eliminates eccentricity of applied load, butt joint results in eccentricity at connection

b. lap joint and butt joint eliminates eccentricity at connection

c. lap joint results in eccentricity of applied load, butt joint eliminates eccentricity at connection

d. lap joint and butt joint results in eccentricity of applied load

a. 0

b. 1

c. 2

d. 3

a. stresses are distributed unevenly

b. eccentricity is eliminated

c. bolts are in double shear

d. no bending is produced

a. bolts are in single shear

b. eliminates eccentricity

c. bending in bolts

d. shear force is not transmitted

a. lateral support

b. bending support

c. frictional support

d. hinged support

a. maximum bending moment

b. shear force

c. torsional moment

d. zero end moment

a. hsfg bolts should be used

b. bolts should be designed to fail by shear of bolt

c. bolts should be designed to fail by bearing of connected plies

d. edge distances must be less than two times the bolt diameter