Civil Engineering - Theory of Structures
Exercise : Theory of Structures - Section 3
- Theory of Structures - Section 1
- Theory of Structures - Section 2
- Theory of Structures - Section 3
- Theory of Structures - Section 4
26.
A steel plate d x b is sandwiched rigidly between two timber joists each D x B/2 in section. The moment of resistance of the beam for the same maximum permissible stress σ in timber and steel will be (where Young's modulus of steel is m times that of the timber).
27.
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is
28.
Maximum strain theory for the failure of a material at the elastic limit, is known as
29.
A cantilever of length L is subjected to a bending moment M at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is
30.
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is
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