The area Ap of cover plates in one flange of a built up beam, is given by

More Questions from Steel Structure Design

• To keep the intensity of bearing pressure between the column base and concrete compressive and to vary from zero to , the ratio of the moment M to the axial load P should be
• The method of design of steel framework for greatest rigidity and economy in weight, is known as
• In a tension member if b is width of plate, t is thickness of plate, p is staggered pitch, g is gauge distance, n is number of rivet holes in zig-zag line, n is number of gauge spaces, d is gross diameter of rivets, then the net sectional area Anet of the plate, is
• If d is the distance between the flange angles, the vertical stiffeners in plate girders are spaced not greater than
• The most economical section for a column, is
• Live load
• Pick up the correct statement from the following:
• The distance between e.g. of compression and e.g. of tension flanges of a plate girder, is known as
• If the depth of two column sections are equal, then the column splice is provided
• For the steel member exposed to weather and accessible for repainting, the thickness of steel should not be less than (excepting the webs of Indian Standard rolled steel joists and channels).

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