Degree of static indeterminacy of fixed beam is
The slope at the end of a fixed beam due to a point load is:
The number of independent equations to be satisfied for static equilibrium of a plane structure is:
The simple support in a real beam becomes what in a conjugate beam?
For a beam, the point of zero shear in the conjugate beam corresponds to which point in the real beam?
Which of the following is not a displacement method for analysis of structures?
In trusses, where are the loads applied?
What is the effect on the horizontal thrust of a three-hinged arch due to the vertical settlement of one of the supports?
A statically indeterminate structure will perform better in an earthquake. Fill in the blank.
In the case of a simply supported beam subjected to a uniformly varying load, what will be the rotation at the end 1 (on the hinge support) and the rotation at end 2 (on the roller support)?