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Determine the following: 1. Elastic Section Modulus, S 2. Plastic Section Modulus, Z 3. Yielding Moment, M, 4. Plastic Moment, M, 5. Shape factor For the steel tee beam shown below, also A50 steel, that is, fy = 345 MPa wf A1 P.N.A. N.A. dw tw

Determine the following: 1. Elastic Section Modulus, S 2. Plastic Section Modulus, Z 3. Yielding Moment, M, 4. Plastic Moment, M, 5. Shape factor For the steel tee beam shown below, also A50 steel, that is, fy = 345 MPa wf A1 P.N.A. N.A. dw tw

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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1:49 O 3l all 76% i f 1.3.1 FLEXURAL MEMB... 1.3.1 FLEXURAL MEMBERS - PRACTICE PROBLEM PRACTICE PROBLEM Determine the following: 1. Elastic Section Modulus, S 2. Plastic Section Modulus, Z 3. Yielding Moment, M, Plastic Moment, Mp 4. 5. Shape factor For the steel tee beam shown below, also A50 steel, that is, fy = 345 MPa 主: wf A1 P.N.A. N.A. A2 dw tw A50 Properties Wf = 300 mm, t = 50 mm dw = 200 mm tw = 20 mm Consider the Plastic Neutral Axis is located in the flange. wf P.N.A. tf-x N.A. A2 dw tw
Transcribed Image Text:1:49 O 3l all 76% i f 1.3.1 FLEXURAL MEMB... 1.3.1 FLEXURAL MEMBERS - PRACTICE PROBLEM PRACTICE PROBLEM Determine the following: 1. Elastic Section Modulus, S 2. Plastic Section Modulus, Z 3. Yielding Moment, M, Plastic Moment, Mp 4. 5. Shape factor For the steel tee beam shown below, also A50 steel, that is, fy = 345 MPa 主: wf A1 P.N.A. N.A. A2 dw tw A50 Properties Wf = 300 mm, t = 50 mm dw = 200 mm tw = 20 mm Consider the Plastic Neutral Axis is located in the flange. wf P.N.A. tf-x N.A. A2 dw tw
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