Q. If b is actual width of a flange, Dt is the thickness of the flange, bω is the breath of the web, lo is the distance between the points of zero moments in a beam, the effective width of the flange, is

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Q. The thickness 't' of a rectangular column base which is provided for distributing the load uniformly, is calculated from the formula

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Q. In the formula a + bk for the calculation of the net effective section of single tee in tension connected by flange to the same side of the same side of the gusset, the value of 'k' is taken

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Q. For calculating critical compression stress in bending Cs for sections symmetrical about the x-x axis, from the following formula , the value of G is taken

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Q. When bending occurs about both axes of the member, the value of fbe in the following formula is taken

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Q. The value of E for allowable compressive stress for columns, in the following formula is taken as

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Q. The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the following formula where d is

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Q. If a and b are the sides of a square column and its base, the thickness of the base may be calculated from the formula

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Q. If b is the width of a beam, x is the spacing of the stirrup and fc is the characteristic strength of stirrups, the minimum cross sectional area of stirrup legs, should be equal or greater than

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Q. In the following formula

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Q. If fbt and fs are the numerical values of bending tension and shear stresses, the equivalent stress fe, is

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Q. For the plain reinforcing bars in compression, the permissible design bond stress in tension, is increased by

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Q. The cover to the main reinforced may be reduced up to one third of the specified cover but not less than

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Q. The maximum compressive strength on 15 cm cubes of M 20 grade concrete at 7 days, should be a minimum of

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Q. The reduced level of third floor of a building near a column is 205.350 m. The reduced levels of the undersides of four beams supporting the fourth floor framing into the column mutually perpendicular are 208.350 m, 208.450 m, 208.500 m and 208.550 m. The supported length of the column is

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Q. The distance between, rivet line and the nearest edge of a joint not exposed to weather, is taken (where t is thickness in mm of the thinner outside plate).

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Q. For design of a column the eccentricity of loading shall be taken as the distance from the assumed point of application of the load to the centroid of the column, subject to a minimum of

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Q. The concrete is deemed not to comply with the strength requirements if the strength is less than the greater of

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Q. For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to

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Q. The minimum pitch i.e., the distance between centres of rivet holes is not less than

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