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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 2-020 400 mm - 2Y mm B SECTION 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. a. What is the required minimum cover of the beam and column in mm? b. What is the effective depth of the beam in mm? c. 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?

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 2-020 400 mm - 2Y mm B SECTION 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. a. What is the required minimum cover of the beam and column in mm? b. What is the effective depth of the beam in mm? c. 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?

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter7: Length And Length-related Variables In Engineering
Section: Chapter Questions
Problem 42P
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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
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.
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