Assignment #1: Develop moment-curvature curve in z-z axis Instructions: • Start with the calculation of moment for the curvature that produces the first yield point (4,). Then calculate the moment for 20,, 3¢y, 5 Þy, 100, etc., and the plastic moment. Do not use the value of section moduli provided with section property tables. Ignore residual stress, strain hardening, and local buckling effects. 35*25*5*5 • Dimensions are: depth x width x flange thickness x web thickness 0,= 250 MPa E = 2x105 MPa
Assignment #1: Develop moment-curvature curve in z-z axis Instructions: • Start with the calculation of moment for the curvature that produces the first yield point (4,). Then calculate the moment for 20,, 3¢y, 5 Þy, 100, etc., and the plastic moment. Do not use the value of section moduli provided with section property tables. Ignore residual stress, strain hardening, and local buckling effects. 35*25*5*5 • Dimensions are: depth x width x flange thickness x web thickness 0,= 250 MPa E = 2x105 MPa
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Question
![Assignment #1: Develop
moment-curvature curve
in z-z axis
Instructions:
• Start with the calculation of moment for the
curvature that produces the first yield point (&y).
Then calculate the moment for 20y, 3¢y, 5 ¢y 10¢y
etc., and the plastic moment.
• Do not use the value of section moduli provided
with section property tables.
• Ignore residual stress, strain hardening, and local
buckling effects.
35*25*5*5
Dimensions are: depth x width x flange thickness x
web thickness
Oy= 250 MPa
Е 3D 2х105 МPа](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7178ae5d-e843-4998-ad33-92fa8e75ba94%2Fb7d99d04-0f4a-446a-b8ea-fbdada771c7d%2F2cmw8ge_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Assignment #1: Develop
moment-curvature curve
in z-z axis
Instructions:
• Start with the calculation of moment for the
curvature that produces the first yield point (&y).
Then calculate the moment for 20y, 3¢y, 5 ¢y 10¢y
etc., and the plastic moment.
• Do not use the value of section moduli provided
with section property tables.
• Ignore residual stress, strain hardening, and local
buckling effects.
35*25*5*5
Dimensions are: depth x width x flange thickness x
web thickness
Oy= 250 MPa
Е 3D 2х105 МPа
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