Q. According to IS : 800-1962 the permissible bending stress in steel slab plates, is

View solution

Q. A simply supported beam carrying a central load, will be safe in deflection if the ratio of its span to depth, is

View solution

Q. For double angles carrying tension, placed back to back and connected to either side of the gusset plate, the sectional area of the section, is equal to cross sectional area of

View solution

Q. The moment of the couple set up in a section of a beam by the logitudinal compressive and tensile force, is known as

View solution

Q. Pick up the correct statement from the following:

View solution

Q. A major beam in a building structure, is known as

View solution

Q. Rolled steel Tee-sections are used

View solution

Q. When the length of a tension member is too long

View solution

Q. An imaginary line along which rivets are placed, is known as

View solution

Q. The allowable stress in axial tension is generally kept less if thickness of the member is more than

View solution

Q. The maximum permissible slenderness ratio of compression member carrying dead and superimposed load, is

View solution

Q. The safe working pressure for a spherical vessel 1.5 m diameter and having 1.5 cm thick wall not to exceed tensile stress 50kg/cm² , is

View solution

Q. Diameter of a rivet hole is made larger than the diameter of the rivet by

View solution

Q. When a tension member consists of two channel sections, the allowance for rivet hole is made for two holes from

View solution

Q. If d is the distance between the flange angles, the vertical stiffeners in plate girders without horizontal stiffeners, are spaced at a distance not less than

View solution

Q. A column splice is used to increase

View solution

Q. To the calculated area of cover plates of a built-up beam, an allowance for rivet holes to be added, is

View solution

Q. The connection of one beam to another beam by means of an angle at the bottom and an angle at the top, is known as

View solution

Q. Allowable working stress corresponding to the slenderness ratio of double angles placed back to back and connected to one side of a gusset plate, is reduced to

View solution

Q. Bulb angles are used in

View solution