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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Q. The standard __________ are provided in deformed bars.

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Q. Transverse bars are also called as _________

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Q. A slab supporting only in two edges opposite to each other is ______

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Q. Torsion reinforcement is provided in ___________ slab

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Q. Generally in residential buildings, the width of stay is kept as ____________

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Q. As per IS 456:2000; the slope or pitch of stairs should be in between 25 ° to ___________

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Q. When space is less, the ___________ staircases is much preferred.

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Q. The ______________ of a column is the distance between the points of zero bending moments.

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Q. Eccentrically loaded structures have to be designed for _______

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Q. ______ transfer the loads from beams or slabs to footings or foundations.

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Q. In long columns, the lateral deflection causes at the ______

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Q. Short columns causes deflection in the structure.

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Q. The approximate percentage of reinforcement provided in a beam varies from _______

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Q. To avoid the failure of a column by buckling ___________ limits are to be recommended.

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Q. According to IS 456- 2000, the minimum eccentricity subjected to a column is __________

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