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GATE CE: Structural Analysis Champion Quiz 1
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Question 1
In a steel plate with bolted connections, the rupture of the net section in a mode of failure under
Question 2
For avoiding the limit state of collapse, the safety of R.C. structures is checked for appropriate combinations of dead load (DL), imposed load or live load (IL), wind load (WL) and earthquake load (EL). Which of the following load combinations is NOT considered ?
Question 3
If the axial deformation is neglected what is the kinematic inderminacy of a singe bay portal frame fixed at base?
Question 4
What is the degree of static indeterminacy of the frame shown in the figure given below?
Question 5
The total (both external and internal) degree of indeterminacy of the pin-joined structure dhown in figure is
Question 6
A singly-bay single storeyed portal frame ABCD is fixed at A and D as shown in the figure. If axia deformation is neglected, the kinematic indeterminacy is
Question 7
Consider the following statements with respect to the figure below of a typical articulated frame
1) The frame is internally determinate and externally indeterminate.
2) The frame is internally indeterminate and externally determinate.
3) The frame is internally as well as externally determinate.
4) The frame is internally as well as externally indeterminate.
Which of these statement is/are correct?
1) The frame is internally determinate and externally indeterminate.
2) The frame is internally indeterminate and externally determinate.
3) The frame is internally as well as externally determinate.
4) The frame is internally as well as externally indeterminate.
Which of these statement is/are correct?
Question 8
What is the statical indeterminacy for the shown below?
Question 9
A uniform beam (EI = constant) PQ in the form of a quarter–circle of radius R is fixed at end P and free at the end Q, where a load W is applied as shown. The vertical downward displacement, at the loaded point Q is given by: , Find the value of b (correct to 4–decimal places). ________
Question 10
What is the total degree of static indeterminacy (both internal and external) of the triangular planar truss shown in the figre below?
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Nov 10ESE & GATE CE