A simply supported beam is 25 × 50 cm deep and has 2-20 mm Fe415 grade steel bars going into the support shown in figure below. If the shear force at the centre of support is 110 kN at service loads. Assume M20 mix, design bond stress (ta) = 1.2 MPa. Take clear cover to steel = 25 mm 2-20 mmo with referecne to the information provided, (a) The required development length (b) The anchorage length 00 mm
A simply supported beam is 25 × 50 cm deep and has 2-20 mm Fe415 grade steel bars going into the support shown in figure below. If the shear force at the centre of support is 110 kN at service loads. Assume M20 mix, design bond stress (ta) = 1.2 MPa. Take clear cover to steel = 25 mm 2-20 mmo with referecne to the information provided, (a) The required development length (b) The anchorage length 00 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A simply supported beam is 25 × 50 cm deep and has 2-20 mm Fe415 grade steel bars going into the
support shown in figure below. If the shear force at the centre of support is 110 kN at service loads.
Assume M20 mix, design bond stress (ta) = 1.2 MPa.
Take clear cover to steel = 25 mm
2-20 mmo
with referecne to the information provided,
(a) The required development length
(b) The anchorage length
00 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff98bcc01-a435-4dcf-bb0e-ca9bf4f6429b%2Fb51feacb-7193-4b7f-b643-77e6447dea42%2Fnwmh31_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A simply supported beam is 25 × 50 cm deep and has 2-20 mm Fe415 grade steel bars going into the
support shown in figure below. If the shear force at the centre of support is 110 kN at service loads.
Assume M20 mix, design bond stress (ta) = 1.2 MPa.
Take clear cover to steel = 25 mm
2-20 mmo
with referecne to the information provided,
(a) The required development length
(b) The anchorage length
00 mm
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