Q. A simply supported beam of span 8 metres carries a udl of 16 kN/m at a point out of 60 kN acting at it’s centre. Calculate the maximum shear force.

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Q. The ratio of creep strain to elastic strain is known as ___________

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Q. Poisson’s ratio for high strength concrete is __________

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Q. Partial safety factor for concrete is taken as ____________

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Q. The design compressive strength of concrete is ___________ times of characteristic compressive strength of concrete.

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Q. In cantilever beams, the steel bars are placed at ___________

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Q. Calculate the level arm factor of a section of M20 grade and if Fe 415 Steel. [Take critical neutral axis factor as 0.289].

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Q. Working stress method is based on elastic theory assumptions.

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Q. Modular ratio method is also known as ______

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Q. The stress corresponding to ______ of strain in the stress-strain curve of mild steel is known as proof stress.

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Q. __________ is the device used for measuring normal stresses on the surface of a stressed object.

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Q. The compressive strength of brittle materials is ______ its tensile strength.

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Q. The breaking stress is _______ the ultimate stress.

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Q. Bond stress for M20 grade concrete in tension is ____________

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Q. The formation of diagonal cracks at junctions is due to ________

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Q. Calculate the factored bending moment of a rectangular reinforced concrete beam of effective span 4300 mm and load imposed 37.5 kN/m.

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Q. Determine the limiting percentage of steel for singly reinforced sections of M20 grade & Fe415.

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Q. Calculate the limiting depth of the neutral axis for mild steel of effective depth 400 mm.

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Q. Lap splices should not be used for bars larger than _____ mm.

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Q. Anchorage value for “U” hook is ________

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