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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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 =
%3D
420MPA and fyt = 276MPA
%3D
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
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