An intermediate beam is carried by a girder at its midspan. The intermediate beam has a dimension of 250mm x 450mm which carries a deadload of 29kN/m and a liveload of 10kN/m on its full span which is 3.9m long. On the otherhand the girder is supported by two columns, the girder has a dimension of 300mm x 500mm while the columns have a dimension of 450mm x 450mm. The girder carries a deadload of 39kN/m and a liveload of 20kN/m on its full span which is 4m long. If the girder has an effective depth of 490mm and the diameter of stirrups is 10mm, f'c = 27.6MPa, fy = 420MPa and fyt = 276MPa Determine: a) Shear distance from the face support b) Value for checking the cross sectional limit for shear c) The ratio of the shear legs area to the spacing d) No. of bars for each spacing

An intermediate beam is carried by a girder at its midspan. The intermediate beam has a dimension of 250mm x 450mm which carries a deadload of 29kN/m and a liveload of 10kN/m on its full span which is 3.9m long. On the otherhand the girder is supported by two columns, the girder has a dimension of 300mm x 500mm while the columns have a dimension of 450mm x 450mm. The girder carries a deadload of 39kN/m and a liveload of 20kN/m on its full span which is 4m long. If the girder has an effective depth of 490mm and the diameter of stirrups is 10mm, f'c = 27.6MPa, fy = 420MPa and fyt = 276MPa Determine: a) Shear distance from the face support b) Value for checking the cross sectional limit for shear c) The ratio of the shear legs area to the spacing d) No. of bars for each spacing

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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