DESIGN OF STEEL STRUCTURE QUIZ

Bending moment due to 2.5% of the column load

Shear force due to 2.5% of the column load

Both (A) and (B)

2.5% of the column load

2.34

2.01

2.33

1.0

(ii) and (iii)

only (iii)

only (i)

(i) and (ii)

30° to 40°

40° to 70°

10° to 30°

90°

prohibited

permitted between two parts of the lacing

not prohibited

permitted at start and end of lacing system only

1650 litre

2450 litre

1950 litre

1000 litre

Two times the weld size

Six times the weld size

Weld size

Four times the weld size

500 mm

300 mm

600 mm

1000 mm

increased by 25 %

reduced by 33.3%

increased by 33.3 %

reduced by 25 %

Load

Moment

Slope

Displacement