Q. Pick up the correct statement from the following:

View solution

Q. Stiffeners are used in a plate girder

View solution

Q. The channels get twisted symmetrically with regard to its axis

View solution

Q. The stiff portion of a bearing stiffener is taken equal to

View solution

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

View solution

Q. The strength of ISA 125 = 75 x 10 mm used as a tie member with its longer leg connected at the ends by 27 mm diameter rivets, is

View solution

Q. Cold driven rivets range from

View solution

Q. The main type of butt joints, is a double cover

View solution

Q. Outstanding length of a compression member consisting of a channel, is measured as

View solution

Q. The equivalent axial load may be defined as the load which produces a stress equal to

View solution

Q. If d is the distance between the flange angles of a plate girder, vertical stiffeners are provided at a distance not greater than

View solution

Q. The beam outside a wall upto floor level above it, is known as

View solution

Q. A structural member subjected to tensile force in a direction parallel to its logitudinal axis, is generally known as

View solution

Q. For the economical design of a combined footing to support two equal column loads, the projections of beams in lower tier are kept such that bending moment under column is equal to

View solution

Q. In rolled steel beams, shear force is mostly resisted by

View solution

Q. When plates are exposed to weather, tacking rivets are provided at a pitch in line not exceeding (where t is the thickness of the outside plate).

View solution

Q. The greatest gauge of long rivets should not exceed (where d is the diameter of the holes).

View solution

Q. Maximum permissible slenderness ratio of a member normally acting as a tie in a roof truss, is

View solution

Q. If d is the distance between the flange angles,

View solution

Q. The side thrust T on the tie rods provided at the end beam of jack arch of rise R, is calculated from the formula

View solution