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