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1000 100 570 650 A + 325 All dimensions are in mm The cross-section at mid-span of a beam at the ede of a slab is shown in the sketch. A portion of the sl

1000 100 570 650 A + 325 All dimensions are in mm The cross-section at mid-span of a beam at the ede of a slab is shown in the sketch. A portion of the sl

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1000 100 570 650 A + 325 All dimensions are in mm 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 M 25 and Fe 415 respectively. The total area of reinforcing bars (A) is 4000 mm2. At the ultimate limit state, x, denotes the depth of the neutral axis from the top fibre. Treat the section as under-reinforced and flanged (x,> 100 mm). The value of x, (in mm) computed as per the Limit State Method of IS 456:2000 is
Transcribed Image Text:1000 100 570 650 A + 325 All dimensions are in mm 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 M 25 and Fe 415 respectively. The total area of reinforcing bars (A) is 4000 mm2. At the ultimate limit state, x, denotes the depth of the neutral axis from the top fibre. Treat the section as under-reinforced and flanged (x,> 100 mm). The value of x, (in mm) computed as per the Limit State Method of IS 456:2000 is
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