PROBLEM 6.2: A 300mm x 600mm reinforced concrete beam has an effective depth of 525mm. Longitudinal reinforcement to resist torsion is 28mm0 arrange as shown. Concrete strength f = 24MPa and steel yield strength for longitudinal bars is fy 415MPa. Use 12mm stirrups with fyt = 415MPa. Spacing of vertical stirrups is 100mm. - Compute the factored torsional moment of the section where torsion can be neglected. Check the adequacy of the section if a factored torsional moment of 40kNm is applied to the beam. Determine the design torsional strength of the beam section. a. b. C. 600mm 40 40, 300mm 40
PROBLEM 6.2: A 300mm x 600mm reinforced concrete beam has an effective depth of 525mm. Longitudinal reinforcement to resist torsion is 28mm0 arrange as shown. Concrete strength f = 24MPa and steel yield strength for longitudinal bars is fy 415MPa. Use 12mm stirrups with fyt = 415MPa. Spacing of vertical stirrups is 100mm. - Compute the factored torsional moment of the section where torsion can be neglected. Check the adequacy of the section if a factored torsional moment of 40kNm is applied to the beam. Determine the design torsional strength of the beam section. a. b. C. 600mm 40 40, 300mm 40
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:PROBLEM 6.2:
A 300mm x 600mm reinforced concrete beam has an effective depth of 525mm. Longitudinal
reinforcement to resist torsion is 28mm0 arrange as shown. Concrete strength f = 24MPa and steel
415MPa. Use 12mm stirrups with fyt = 415MPa.
=
yield strength for longitudinal bars is fy
Spacing of vertical stirrups is 100mm.
a.
b.
C.
Compute the factored torsional moment of the section where torsion can be neglected.
Check the adequacy of the section if a factored torsional moment of 40kNm is applied to
the beam.
Determine the design torsional strength of the beam section.
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300mm
40
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