Q. The ratio of tangential and normal components of a stress on an inclined plane through θ° to the direction of the force, is :

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Q. The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

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Q. Maximum strain theory for the failure of a material at the elastic limit, is known as

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Q. 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

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Q. The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

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Q. A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

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Q. Pick up the correct statement from the following:

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Q. If a concrete column 200 x 200 mm in cross-section is reinforced with four steel bars of 1200 mm² total cross-sectional area. Calculate the safe load for the column if permissible stress in concrete is 5 N/mm² and Es is 15 Ec

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Q. A steel bar 20 mm in diameter simply-supported at its ends over a total span of 40 cm carries a load at its centre. If the maximum stress induced in the bar is limited to N/mm², the bending strain energy stored in the bar, is

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Q. A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

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Q. For beams breadth is constant,

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Q. A body is said to be in equilibrium if

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Q. Pick up the correct statement from the following:

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Q. Maximum principal stress theory for the failure of a material at elastic point, is known

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Q. Pick up the correct statement from the following:

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Q. A short column (30 cm x 20 cm) carries a load P1 at 4 cm on one side and another load P2 at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

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Q. Gradually applied static loads do not change with time their

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Q. Slenderness ratio of a long column, is

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Q. The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

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Q. In case of principal axes of a section

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