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
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
Related questions
Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fedc01743-5ee5-4189-8ada-406c524e4ff9%2F44012178-123d-4043-b86f-f843ad58b4ec%2Fdomytzb_processed.jpeg&w=3840&q=75)
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=
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
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Step 1: Let us determine the reactions :
VIEWStep 2: Shear force calculation :
VIEWStep 3: (b) Calculation of value for checking cross sectional limit for shear
VIEWStep 4: (c) Calculation of the ratio of shear legs area to the spacing
VIEWStep 5: (d) Calculation of the number of bars for each spacing
VIEWStep 6: At distance 1 m from face of support
VIEWStep 7
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