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Shear Analysis and Design of Beams Problem I Determine the adequacy of the provided spacing of stirrups in the three regions of the 6.0-m span simple beam with a service uniform dead load of 50 kN/m (self-weight included) and a service uniform live load of 20 kN/m. Use the simple formula for concrete shear strength. Draw a diagram of the required shear force versus the design shear strengths. Provide a result summary. Stirrup Spacing: Region 1: from support to 1.0m distance, s₁ = 100 mm Region 2: from 1.0m to 2.0m distance, 8 = 150 mm Region 3: from 2.0m to midspan, 83 = 200 mm fc'=27.6 MPa fy=415 MPa fyt = 275 MPa b=300 mm d₁ = 25 mm d. = 10 mm d = 500 mm λ=0.85 h = 600 mm Problem II Design economically the stirrups of the beam in Problem I, considering the following spacing: 100 mm, 150 mm, and 200 mm, including the maximum spacing. Draw the diagram of the required shear force versus the design shear strengths and the in-scale layout of the stirrups in the beam.

Shear Analysis and Design of Beams Problem I Determine the adequacy of the provided spacing of stirrups in the three regions of the 6.0-m span simple beam with a service uniform dead load of 50 kN/m (self-weight included) and a service uniform live load of 20 kN/m. Use the simple formula for concrete shear strength. Draw a diagram of the required shear force versus the design shear strengths. Provide a result summary. Stirrup Spacing: Region 1: from support to 1.0m distance, s₁ = 100 mm Region 2: from 1.0m to 2.0m distance, 8 = 150 mm Region 3: from 2.0m to midspan, 83 = 200 mm fc'=27.6 MPa fy=415 MPa fyt = 275 MPa b=300 mm d₁ = 25 mm d. = 10 mm d = 500 mm λ=0.85 h = 600 mm Problem II Design economically the stirrups of the beam in Problem I, considering the following spacing: 100 mm, 150 mm, and 200 mm, including the maximum spacing. Draw the diagram of the required shear force versus the design shear strengths and the in-scale layout of the stirrups in the beam.

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.3P
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Shear Analysis and Design of Beams Problem I Determine the adequacy of the provided spacing of stirrups in the three regions of the 6.0-m span simple beam with a service uniform dead load of 50 kN/m (self-weight included) and a service uniform live load of 20 kN/m. Use the simple formula for concrete shear strength. Draw a diagram of the required shear force versus the design shear strengths. Provide a result summary. Stirrup Spacing: Region 1: from support to 1.0m distance, s₁ = 100 mm Region 2: from 1.0m to 2.0m distance, 8 = 150 mm Region 3: from 2.0m to midspan, 83 = 200 mm fc'=27.6 MPa fy=415 MPa fyt = 275 MPa b=300 mm d₁ = 25 mm d. = 10 mm d = 500 mm λ=0.85 h = 600 mm Problem II Design economically the stirrups of the beam in Problem I, considering the following spacing: 100 mm, 150 mm, and 200 mm, including the maximum spacing. Draw the diagram of the required shear force versus the design shear strengths and the in-scale layout of the stirrups in the beam.
Transcribed Image Text:Shear Analysis and Design of Beams Problem I Determine the adequacy of the provided spacing of stirrups in the three regions of the 6.0-m span simple beam with a service uniform dead load of 50 kN/m (self-weight included) and a service uniform live load of 20 kN/m. Use the simple formula for concrete shear strength. Draw a diagram of the required shear force versus the design shear strengths. Provide a result summary. Stirrup Spacing: Region 1: from support to 1.0m distance, s₁ = 100 mm Region 2: from 1.0m to 2.0m distance, 8 = 150 mm Region 3: from 2.0m to midspan, 83 = 200 mm fc'=27.6 MPa fy=415 MPa fyt = 275 MPa b=300 mm d₁ = 25 mm d. = 10 mm d = 500 mm λ=0.85 h = 600 mm Problem II Design economically the stirrups of the beam in Problem I, considering the following spacing: 100 mm, 150 mm, and 200 mm, including the maximum spacing. Draw the diagram of the required shear force versus the design shear strengths and the in-scale layout of the stirrups in the beam.
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