The slenderness ratio of a vertical column of a square cross-section of 2.5 cm sides and 300 cm length is

The expected out turn of 12 nun plastering with cement mortar is _____

The slenderness ratio of a vertical column of square cross-section of 10 cm side and 500 cm long, is

If the width b and depth d of a beam simply supported with a central lod are interchanged the deflection at the centre of the beam will be changed in the ratio of ________

If the depth of a simply supported beam carrying an isolated load at its centre is doubled the deflection of the beam at the centre is changed by _______

The expected out turn of 2.5 cm cement concrete floor per manson per day _____

The compression member has centre to centre length of 4.0m. it is foxed at one end and hinged at the other end. The effective length of the column is ____

A reinforced concrete beam of 10 m effective depth is supported on 500mm*500mm columns if oral uniformly distributed load on the beam 10 MN/m, then desing shear force for the beam is ____

A trapezoidal combines footing for two axially loaded columns is provided when _____

The equivalent length of a column fixed at both ends is

For keeping the stress wholly compressive the load may be applied on a circular column anywhere within a concentric circle of diameter

The expected out turn of cement concrete 1 : 2 : 4 per mason per day is _______

In a width of a simply supported beam carrying an isolated load at its centre is doubled, the deflection of the beam at the centre is changed by

The t-atio of the effective length of a column and minimum radious of gyration of its cross-sectional area is known

The expected out turn of half brick partition wall per mason per day is _____