If the depth of the section of an upper column is smaller than the lower column

Related MCQs

• When the upper column does not provide full bearing area over lower column, the column splice is provided with the following assumption
• The equivalent axial tensile load Pe, which produces an average axial tensile stress in the section equivalent to the combined stress due to axial tension P and bending M, at the extreme fibre of the section, is given by (where Z is the section modulus of the section).
• 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
• If the depth of two column sections is equal, then the column splice is provided
• When the depth of a plate girder is at least times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if is
• When the depth of a plate girder is at least times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if is
• The heaviest I-section for same depth is
• A web plate is called unstiffened if the ratio of clear depth to thickness is less than
• The failure of a web plate takes place by yielding if the ratio of the clear depth to thickness of the web, is less than