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 2-020 400 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.
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 2-020 400 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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Topic: RCD
Please help me answer this problem step by step by showing and specify the answer on the given question.

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

Transcribed Image Text: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
E 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.
е.
What is the shear capacity of the beam at face of support in kN?
f.
What is the maximum Pu (kN) that can be applied at the free end of the beam considering flexure
and shear?
g. What is the required minimum cut length (mm) of each stirrup? Round your answer to nearest safe
25 mm.
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