SITUATION II. Given a beam with section shown and has a simplespan of 6m caTIes a uniform load of 10KN/m and a concentrated loadof 15KN at the midspan. Concrete weighs 24 KN/m³, Use 4- 28mmdiameter bars. Modular ratio, n200-300150-500-5. Determine the distance (mm) from the neutral axis to the outercompression fiber.A. 256.0C. 255,3В. 234,6D. 246.48.Determine the transformed moment of Inertia (10^6 mm^4) at theneutral axls.A. 7168.69C. 9034.49B. 8413.35D. 6823.33Determine the actual strees of conarete (MPa).A. 3.86C. 4.17B. 4.040,3.548. Determine the actual streas of steel concrete (MPa).A. 70C. 858.67D, 60

given-a beam carrying UDL of 10kn/m and a concentrated load of 15kn since the question has…

Answered: the actual stress of concrete (MPa).…

the actual stress of concrete (MPa). Determine A. 3.86 F B. 4.04 D. 3.54 C.4.17 Determine the actual stress of steel concrete (MPa). A. 70 67 C. 85 D. 80

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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Question

SITUATION II. Given a beam with section shown and has a simple
span of 6m caTIes 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
200
-300
150
-500-
5. Determine the distance (mm) from the neutral axis to the outer
compression fiber.
A. 256.0
C. 255,3
В. 234,6
D. 246.4
8.
Determine the transformed moment of Inertia (10^6 mm^4) at the
neutral axls.
A. 7168.69
C. 9034.49
B. 8413.35
D. 6823.33
Determine the actual strees of conarete (MPa).
A. 3.86
C. 4.17
B. 4.04
0,3.54
8. Determine the actual streas of steel concrete (MPa).
A. 70
C. 85
8.67
D, 60

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