Q. Effective length of a column effectively held in position and restrained in direction at one end but neither held in position nor restrained in direction at the other end, is

View solution

Q. The effective length of a double angle strut with angles placed back to back and connected to both the sides of a gusset plate, by not less than two rivets, is

View solution

Q. To keep the intensity of bearing pressure between the column base and concrete, compressive throughout the length of the column base, the ratio of the moment M to axial load P should be

View solution

Q. When the upper column does not provide full bearing area over lower column, the column splice is provided with the following assumption

View solution

Q. For a steel member of slenderness ratio 350, the allowable stress is 76 kg/cm² if it is

View solution

Q. The permissible stress to which a structural member can be subjected to, is known as

View solution

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