The cross-section at mid-span of a beam at the edge of a slab is shown in the sketch. A portion of the slab is considered as the effective flange width for the beam. The grades of concrete and reinforcing steel are M25 and Fe415, respectively. The total area of reinforcing bar (As) is 4000 mm². At the ultimate limit state, xu denotes the depth of the neutral axis from the top fibre. Treat the section as under-reinforced and flanged (xu > 100 mm). 1000 650 570 A₂ 325 All dimensions are in mm. 100 ↑ The value of xu (in mm) computed as per the Limit State Method of IS 456:2000 is
The cross-section at mid-span of a beam at the edge of a slab is shown in the sketch. A portion of the slab is considered as the effective flange width for the beam. The grades of concrete and reinforcing steel are M25 and Fe415, respectively. The total area of reinforcing bar (As) is 4000 mm². At the ultimate limit state, xu denotes the depth of the neutral axis from the top fibre. Treat the section as under-reinforced and flanged (xu > 100 mm). 1000 650 570 A₂ 325 All dimensions are in mm. 100 ↑ The value of xu (in mm) computed as per the Limit State Method of IS 456:2000 is
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The cross-section at mid-span of a beam at the edge of a slab is shown in the sketch. A portion of
the slab is considered as the effective flange width for the beam. The grades of concrete and
reinforcing steel are M25 and Fe415, respectively. The total area of reinforcing bar (As) is 4000 mm².
At the ultimate limit state, xu denotes the depth of the neutral axis from the top fibre. Treat the
section as under-reinforced and flanged (xu > 100 mm).
1000
650 570
325
All dimensions are in mm.
100
¼
The value of xu (in mm) computed as per the Limit State Method of IS 456:2000 is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F74f6f984-12ec-4f36-b366-f5048c362543%2F3bba6cee-0307-4e53-82f9-f8ec05a33286%2Fvom2e8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The cross-section at mid-span of a beam at the edge of a slab is shown in the sketch. A portion of
the slab is considered as the effective flange width for the beam. The grades of concrete and
reinforcing steel are M25 and Fe415, respectively. The total area of reinforcing bar (As) is 4000 mm².
At the ultimate limit state, xu denotes the depth of the neutral axis from the top fibre. Treat the
section as under-reinforced and flanged (xu > 100 mm).
1000
650 570
325
All dimensions are in mm.
100
¼
The value of xu (in mm) computed as per the Limit State Method of IS 456:2000 is
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