For a steel grillage footing to support two unequal column loads

Related Questions

• 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
• 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
• In a grillage footing, the maximum shear force occurs at the
• When the upper column does not provide full bearing area over lower column, the column splice is provided with the following assumption
• For the steel member exposed to weather and accessible for repainting, the thickness of steel should not be less than (accepting the webs of Indian Standard rolled steel joists and channels).
• For the steel member exposed to weather and accessible for repainting, the thickness of steel should not be less than (accepting the webs of Indian Standard rolled steel joists and channels).
• Column footing is provided
• A steel beam supporting loads from the floor slab as well as from wall is termed as
• If the depth of two column sections is equal, then the column splice is provided
• Battening is preferable when the (i) Column carries axial load only (ii) Space between the two main components is not very large (iii) Column is eccentrically loaded The correct answer is