When a small cylinder is under internal pressure, the tension in the wall is :
A. Shear
B. Torsional shear
C. Hoop tension
D. Hoop compression
Design Of Steel Structures Mcqs
A. Shear
B. Torsional shear
C. Hoop tension
D. Hoop compression
A. Rolled angles
B. Rolled channels
C. Rolled steel flats
D. All the above
A. Slope
B. Moment
C. Displacement
D. Load
A. 1680 mm
B. 1250 mm
C. 650 mm
D. 810 mm
A. Stiffen the structure laterally
B. Prevent the sides-way buckling of top chord
C. Transfer load from top of end posts to bearings
D. Keep the rectangular shape of the bridge cross-section
A. 2.5% of the column load
B. Bending moment due to 2.5% of the column load
C. Shear force due to 2.5% of the column load
D. None of them
A. 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain
B. 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain
C. 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain
D. 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain
A. Through type
B. Double deck type
C. Deck type
D. Half through type
A. Four times the weld size
B. Weld size
C. Two times the weld size
D. Six times the weld size
A. Vertical load only
B. Horizontal shear only
C. Both a and b
D. None of them