For the built-up shape shown, determine: A) the elastic section modulus and the yield moment (b) the plastic section modulus and the plastic moment Mp. Bending is about the x-axis, and the steel is A572 Grade 50. Fy = 345 MPa
For the built-up shape shown, determine: A) the elastic section modulus and the yield moment (b) the plastic section modulus and the plastic moment Mp. Bending is about the x-axis, and the steel is A572 Grade 50. Fy = 345 MPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
For the built-up shape shown, determine:
A) the elastic section modulus and the yield moment
(b) the plastic section modulus and the plastic moment Mp.
Bending is about the x-axis, and the steel is A572 Grade 50.
Fy = 345 MPa
![The 5
150mm
= 50.59
↑
2
415mm
100mm
CIVIL ENGINEERING STEEL DESIGN
A₁= 150x1s 2250
A2 = 85x15 = 1275
y1=150
92= 15= 7.5
= 75
15mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F910f8be2-fbed-42ae-8bd1-d6d675c4531a%2Fd597a3e3-29b1-4787-9d98-786738d1a8fb%2F7r5h3ao_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The 5
150mm
= 50.59
↑
2
415mm
100mm
CIVIL ENGINEERING STEEL DESIGN
A₁= 150x1s 2250
A2 = 85x15 = 1275
y1=150
92= 15= 7.5
= 75
15mm
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VIEWStep 2: Neutral axis location
VIEWStep 3: Moment of inertia about neutral axis
VIEWStep 4: Elastic section modulus and yield moment
VIEWStep 5: Equal area axis
VIEWStep 6: Centroid location of half areas
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