W3D 25Y= 155%311oow= 2500 KN27=310mmX= 475Z= 60%3D102=600mm Problem Solving:1. The details of the cantilever beam are shown below. Use fc = 28 MPa, fy = 415 MPa, and fyt = 275 MPa.Pu10Z mm- 4@50 --4@100rest @ 175-2-032$122-020400 mm- 2Y mm -BSECTION-1525 mmACANTILEVER BEAM ELEVATIONNotes:All dimensions are in millimeters.Column reinforcement not shown for clarityColumn and beam are neither exposed to weather nor contact with the ground.Analyze as singly reinforce beam only.Neglect the weight of the beam.Concrete is normal weight and reinforcements are galvanized.d. What is the flexural capacity of the beam at face of support in kNm?B

Answered: Image /qna-images/answer/15a31171-f273-46bc-afbd-c162f762e1da.jpg

Answered: W= 25 Y= 155 %3D 1oow= 2500 KN 27=…

Engineering

Civil Engineering

W= 25 Y= 155 %3D 1oow= 2500 KN 27= 310mm X= 475 Z= 60 10Z=600mm %3D

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

W3D 25
Y= 155
%31
1oow= 2500 KN
27=310mm
X= 475
Z= 60
%3D
102=600mm

Problem Solving:
1. The details of the cantilever beam are shown below. Use fc = 28 MPa, fy = 415 MPa, and fyt = 275 MPa.
Pu
10Z mm
- 4@50 --
4@100
rest @ 175-
2-032
$12
2-020
400 mm
- 2Y mm -
BSECTION
-1525 mm
ACANTILEVER BEAM ELEVATION
Notes:
All dimensions are in millimeters.
Column reinforcement not shown for clarity
Column and beam are neither exposed to weather nor contact with the ground.
Analyze as singly reinforce beam only.
Neglect the weight of the beam.
Concrete is normal weight and reinforcements are galvanized.
d. What is the flexural capacity of the beam at face of support in kNm?
B

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