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CE Quiz 23
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Question 1
The moment required to rotate the near end of a prismatic beam through unit angle, without translation far end being simply supported is given by
Question 2
In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always
Question 3
Which of the following methods of structural analysis is a displacement method ?
Question 4
The moment required to rotate the near end of a prismatic beam through unit angle, without translation (far end being fixed) is given by
Question 5
For both ends of the fixed beam shown in the figure carrying a concentrated load eccentrically placed on the beam, deflection under load is
Question 6
The number of unknown to be determined in the stiffness method will be
Question 7
What is the ratio of load carrying capacity of a fixed beam to simply supported beam if they have same span and having same maximum bending moment and loaded with point load at center
Question 8
A fixed base symmetrical frame is shown in the figure write slope deflection equation for moment at B for member AB:
Question 9
A continuous beam ABCD has end A as fixed and support B and C are simple supports while end D is free. The fixed end moments for beam AB are FEMAB=-19.2kNm and FEMBA=28.8 kNm. The moment equation for slope deflection method for beam AB can be written as:
Question 10
A rigid frame ABCD has AB member as overhang, with end ‘A’ being free. Supports C and D are fixed. DB is vertical member and BC is horizontal member. DB=BC=5m. If the moment equations are given by:
rotation at B is given by:
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AE & JE ExamsSep 18AE & JE Exams