A steel pipe is subjected to a quadratic distributed load over its height with the peak intensity qo at the base (see figure). g(x)= 9,11-(x/L)²] a Assume the following pipe properties and dimensions: height L, outside diameter d = 200 mm, and wall thickness t = 10 mm. Allowable stresses for flexure and shear are ₂ = 117 MPa and T₂ = 40 MPa. (a) If L = 3.5 m, find 90, max (in kN/m), assuming that allowable flexure and shear stresses in the pipe are not to be exceeded. kN/m (b) If q = 80 kN/m, find the maximum height Lmax (in m) of the pipe if the allowable flexure and shear stresses in the pipe are not to be exceeded. m
A steel pipe is subjected to a quadratic distributed load over its height with the peak intensity qo at the base (see figure). g(x)= 9,11-(x/L)²] a Assume the following pipe properties and dimensions: height L, outside diameter d = 200 mm, and wall thickness t = 10 mm. Allowable stresses for flexure and shear are ₂ = 117 MPa and T₂ = 40 MPa. (a) If L = 3.5 m, find 90, max (in kN/m), assuming that allowable flexure and shear stresses in the pipe are not to be exceeded. kN/m (b) If q = 80 kN/m, find the maximum height Lmax (in m) of the pipe if the allowable flexure and shear stresses in the pipe are not to be exceeded. m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![A steel pipe is subjected to a quadratic distributed load over its height with the peak intensity go at the base (see figure).
q(x) =
90[1-(x/L)²]
90
Assume the following pipe properties and dimensions: height L, outside diameter d = 200 mm, and wall thickness t = 10 mm. Allowable stresses for flexure and shear are ₂ = 117 MPa and T₂ = 40 MPa.
(a) If L = 3.5 m, find 90, max (in kN/m), assuming that allowable flexure and shear stresses in the pipe are not to be exceeded.
kN/m
(b) If q = 80 kN/m, find the maximum height Lmax (in m) of the pipe if the allowable flexure and shear stresses in the pipe are not to be exceeded.
m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F45560452-e755-495d-8d71-3a36990218c2%2F1cd54629-c48a-4dad-aea6-1d319504362c%2Foyjz8oo_processed.png&w=3840&q=75)
Transcribed Image Text:A steel pipe is subjected to a quadratic distributed load over its height with the peak intensity go at the base (see figure).
q(x) =
90[1-(x/L)²]
90
Assume the following pipe properties and dimensions: height L, outside diameter d = 200 mm, and wall thickness t = 10 mm. Allowable stresses for flexure and shear are ₂ = 117 MPa and T₂ = 40 MPa.
(a) If L = 3.5 m, find 90, max (in kN/m), assuming that allowable flexure and shear stresses in the pipe are not to be exceeded.
kN/m
(b) If q = 80 kN/m, find the maximum height Lmax (in m) of the pipe if the allowable flexure and shear stresses in the pipe are not to be exceeded.
m
Expert Solution

This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 4 steps with 4 images

Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you


Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON

Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning


Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON

Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning

Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education


Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning