Topic: RCDPlease help me to answer this problem. I really need this. Problem Solving:1. The details of the cantilever beam are shown below. Use f'c = 28 MPa, fy = 415 MPa, and fyt = 275 MPa.Pu10Z mm- 4@50 =-4@100rest @ 1752-ф32Ф122-ф20400 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.What is the required minimum cover of the beam and column in mm?b. What is the effective depth of the beam in mm?What is the required development length of the standard hook in tension in mm?d. What is the flexural capacity of the beam at face of support in kNm?a.C. W3D 25Y= 155%311oow= 2500 KN27=310mmX= 475Z= 60%3D102=600mm

Answered: Image /qna-images/answer/26c7054e-c350-40d1-9fd2-cecdbe4d480e.jpg

Problem Solving: 1. The details of the cantilever beam are shown below. Use f'c = 28 MPa, fy = 415 MPa, and fyt = 275 MPa. Pu 10Z mm 4@50-- 4@100 rest @ 175 2-ф32 $12 2-ф20 400 mm - 2Y mm - BSECTION 1525 mm ACANTILEVER BEAM ELEVATION

Problem Solving: 1. The details of the cantilever beam are shown below. Use f'c = 28 MPa, fy = 415 MPa, and fyt = 275 MPa. Pu 10Z mm 4@50-- 4@100 rest @ 175 2-ф32 $12 2-ф20 400 mm - 2Y mm - BSECTION 1525 mm ACANTILEVER BEAM ELEVATION

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

Topic: RCD

Please help me to answer this problem. I really need this.

Problem Solving:
1. The details of the cantilever beam are shown below. Use f'c = 28 MPa, fy = 415 MPa, and fyt = 275 MPa.
Pu
10Z mm
- 4@50 =-
4@100
rest @ 175
2-ф32
Ф12
2-ф20
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.
What is the required minimum cover of the beam and column in mm?
b. What is the effective depth of the beam in mm?
What is the required development length of the standard hook in tension in mm?
d. What is the flexural capacity of the beam at face of support in kNm?
a.
C.

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

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