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GATE 2019 Steel Structures Quiz 5
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Question 1
According to the kinematic theorem the load calculated must be
Question 2
Which of the following sections do not develop plastic moment of resistance?
Question 3
The magnitude of load P is increased till collapse and the plastic moment carrying capacity of steel beam section is 100 kNm. The value of R (in kN) using plastic analysis is
Question 4
A steel portal frame has dimensions, plastic moment capacities and applied loads as shown in the figure. The vertical load is always 2.5 times of the horizontal load. The collapse load W of a beam mechanism is
Question 5
Statement 1 : Under a one storey one bay symmetrical frame, if concentrated load is applied only one independent mechanism is formed.
Statement 2 : Under vertical loads only there will not be any sway in the 2D frames.
Statement 2 : Under vertical loads only there will not be any sway in the 2D frames.
Question 6
The figure below shows a fixed beam of elastic material possessing sufficient ductility and of a uniform cross-section. It carries a uniformly distributed load which is gradually increased to its ultimate value per unit length, at which the beam is transformed into a failure mechanism. What is the magnitude of in terms of the ultimate moment of the beam-section and span L?
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Jan 29ESE & GATE CE