Time Left - 20:00 mins
GATE 2023 Design of Steel Structures Evaluation Quiz 1
Attempt now to get your rank among 88 students!
Question 1Multiple Correct Options
Which of the following statements is/are incorrect? (MSQ)
Question 2Multiple Correct Options
Which of the following statements is/are correct regarding lacing for built up columns?
Question 3
Spacing of vertical stiffener should not be greater than
Where
d = depth of gridder
Question 4
A simply supported beam of span 5 m is loaded with as uniformly distributed load of 30kN/m. “fy” for the material is 250 Mpa. which of the following rolled section is best economical sectional permissible stress is flexure =165 Mpa
Question 5
For an I section beam, shape factor is 1.12, The factor of safety in bending is 1.5, If allowable stress is increased by 25% for wind and earthquake loads, then load factor is ____________
Question 6
A diagonal member (ISA 150*115*12) of a roof truss carries a maximum axial pull of 300 kN. A lug is provided for making connection of diagonal member with long leg connected to gusset plate. If allowable axial tensile stress is 150 N/mm2, the net cross sectional area required of lug angle (in mm2) is___ (Use Working Stress Method).
Question 7
A circular plate 120 mm in diameter is welded to another plate by means of 8 mm size fillet weld. Calculate ultimate twisting moment capacity (kN-m) that can be resisted by fillet welded connection as per LSM design. Use Fe410 and shop welding
Question 8
A continuous beam is loaded as shown in the figure below. Assuming plastic moment capacity equal to Mp, the minimum load at which the beam would collapse is
- 88 attempts
- 0 upvotes
- 0 comments
Apr 23ESE & GATE CE
