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

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

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 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.
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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