Q. Lug angle is

View solution

Q. Effective length of a column effectively held in position and restrained in direction at both ends, is

View solution

Q. A riveted joint many experience

View solution

Q. IS : 800 - 1971 recommends that in a splice plate the number of rivets carrying calculated shear stress through a packing greater than 6 mm thick, is to be increased by 2.5% for every

View solution

Q. The tensile strength of mild steel for bolts and nuts should not be less than

View solution

Q. A riveted joint may experience

View solution

Q. With a percentage increase of carbon in steel, decreases its

View solution

Q. In double lacing, the thickness t of flat lacing is

View solution

Q. The gross section of the web of a beam is defined as

View solution

Q. For simply supported beams, the maximum permitted deflection, is

View solution

Q. In a truss girder of a bridge, a diagonal consists of mild steel flat 4001.S.F. and carries a pull of 80 tonnes. If the grossdiameter of the rivet is 26 mm, the number of rivets required in the splice, is

View solution

Q. Design of a riveted joint, is based on the assumption:

View solution

Q. The ratio of hydrostatic stress to the volumetric strain within the elastic range, is called

View solution

Q. The deflection of beams may be decreased by

View solution

Q. For a cantilever beam of length L built-in at the support and restrained against torsion at the free end, the effective projecting length l is

View solution

Q. In a built up section carrying a tensile force, the flanges of two channels are turned outward

View solution

Q. If P is the wind pressure in kg/cm², v is the velocity in km/hour and K is a constant of proportionality, then

View solution

Q. Length of an outstanding leg of a vertical stiffener, may be taken equal to

View solution

Q. Efficiency of a riveted joint is defined as the ratio of

View solution

Q. The stress in the wall of a thin cylinder subjected to internal pressure, is

View solution