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Given a beam with section shown and has a simple span of 6m carries a uniform load of 10KN/m and a concentrated load of 15KN at the midspan. Concrete weighs 24 KN/m3. Use 4- 28mm diameter bars. Modular ratio, n = 9 200 150 600 60 -500- Determine the distance (mm) from the neutral axis to the outer compression fiber. 256.0 234.6 255.3 -300- 246.4

Given a beam with section shown and has a simple span of 6m carries a uniform load of 10KN/m and a concentrated load of 15KN at the midspan. Concrete weighs 24 KN/m3. Use 4- 28mm diameter bars. Modular ratio, n = 9 200 150 600 60 -500- Determine the distance (mm) from the neutral axis to the outer compression fiber. 256.0 234.6 255.3 -300- 246.4

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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Refer to the previous problem. Determine the actual stress of steel concrete (MPa). O 70 67 < 85 O 60 Previous Next > E
Transcribed Image Text:Refer to the previous problem. Determine the actual stress of steel concrete (MPa). O 70 67 < 85 O 60 Previous Next > E
Given a beam with section shown and has a simple span of 6m carries a uniform load of 10KN/m and a concentrated load of 15KN at the midspan. Concrete weighs 24 KN/m3. Use 4- 28mm diameter bars. Modular ratio, n = 9 200 150 600 60 -500- Determine the distance (mm) from the neutral axis to the outer compression fiber. 256.0 234.6 255.3 -300- 246.4
Transcribed Image Text:Given a beam with section shown and has a simple span of 6m carries a uniform load of 10KN/m and a concentrated load of 15KN at the midspan. Concrete weighs 24 KN/m3. Use 4- 28mm diameter bars. Modular ratio, n = 9 200 150 600 60 -500- Determine the distance (mm) from the neutral axis to the outer compression fiber. 256.0 234.6 255.3 -300- 246.4
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