Design a section of a concrete beam reinforced for tension only. The beam is simply supported on a span of 6.00 m and carries a load of 18 KN/m. Use Alternate Method of Design with n = 9. f'c = 20.70 MPa, Fy = 275 MPa. Use b = d/2. Write your solutions on clean sheets of bond paper, scan properly and uploaded on or before the due date/time. %3D %3D %3D Note: Clear concrete cover for the beam: 40 mm Clear spacing between rebars: 25 mm (minimum) Minimum bar size to use as per ACI Code: 16 mm diameter Design for flexure only.

Design a section of a concrete beam reinforced for tension only. The beam is simply supported on a span of 6.00 m and carries a load of 18 KN/m. Use Alternate Method of Design with n = 9. f'c = 20.70 MPa, Fy = 275 MPa. Use b = d/2. Write your solutions on clean sheets of bond paper, scan properly and uploaded on or before the due date/time. %3D %3D %3D Note: Clear concrete cover for the beam: 40 mm Clear spacing between rebars: 25 mm (minimum) Minimum bar size to use as per ACI Code: 16 mm diameter Design for flexure only.

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

Design a section of a concrete beam reinforced for
tension only. The beam is simply supported on a span
of 6.00 m and carries a load of 18 KN/m. Use
Alternate Method of Design with n = 9. f'c = 20.70
MPa, Fy = 275 MPa. Use b = d/2. Write your solutions
on clean sheets of bond paper, scan properly and
uploaded on or before the due date/time.
%3D
Note:
Clear concrete cover for the beam: 40 mm
Clear spacing between rebars: 25 mm (minimum)
Minimum bar size to use as per ACI Code: 16 mm
diameter
Design for flexure only.

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#1 will upvote anyone who will answer correctly. Correct decimal places please. Thanks.
Give me right solution
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