At a cross section in a rectangular beam with b=300 mm and d=500 mm, flexural reinforcement is 5T20. Calculate the maximum permissible shear force at the beam section for the following two cases. (a) No shear reinforcement is used (b) Shear reinforcement consists of 10 mm diameter links in pairs at 150 mm spacing.
At a cross section in a rectangular beam with b=300 mm and d=500 mm, flexural reinforcement is 5T20. Calculate the maximum permissible shear force at the beam section for the following two cases. (a) No shear reinforcement is used (b) Shear reinforcement consists of 10 mm diameter links in pairs at 150 mm spacing.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please assume fcu = 30MPa and fyv=250MPa. Give explanations of method and formulas (identify variables used in formulas )
![At a cross section in a rectangular beam with b=300 mm and d=500 mm, flexural
reinforcement is 5T20. Calculate the maximum permissible shear force at the beam
section for the following two cases.
(a) No shear reinforcement is used
(b) Shear reinforcement consists of 10 mm diameter links in pairs at 150 mm
spacing.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7136435d-2c0b-4a6a-bb14-2bf831d8826c%2F9dbe300c-44ba-4d02-a511-c5639dc6a7fc%2Futi1px7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:At a cross section in a rectangular beam with b=300 mm and d=500 mm, flexural
reinforcement is 5T20. Calculate the maximum permissible shear force at the beam
section for the following two cases.
(a) No shear reinforcement is used
(b) Shear reinforcement consists of 10 mm diameter links in pairs at 150 mm
spacing.
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