The gas pipe line is supported every 20 ft by concrete piers and also lays on the | StudySoup
Statics and Mechanics of Materials | 5th Edition | ISBN: 9780134382593 | Authors: Russell C. Hibbeler

Table of Contents

1
General Principles

2.3
Vector Addition of Forces
2.4
Addition of A System of Coplanar Forces
2.6
Addition of Cartesian Ventors
2.8
Force Vector Directed Along A Line
2.9
Dot Product

3.4
Pronciple of Moments
3.5
Moment of Aforce About A Specified Axis
3.6
Moment of A Couple
3.7
Simplification of A Force and Couple System
3.8
Further Simplification A Force and Couple System
3.9
Reduction of A Simple Distributed Loading

4.2
Free-Body Diagrams
4.4
Two-And Three-Force Members
4.6
Equations of Equilibrium
4.8
Problems Involving Dry Friction

5.3
Zero-Force Members
5.4
The Method of Sections
5.5
Frames and Machines

6.1
Center of Gravity and The Centroid of A Body
6.2
Composite Bodies
6.4
Parallel-Axis Theorem For An Area
6.5
Moments of Inertia For Composite Areas

7.2
Internal Resultant Loadings
7.5
Average Shear Stress
7.6
Allowable Stress Design
7.8
Strain

8.4
Strain Energy
8.6
The Shear Stress-Strain Diagram

9.2
Elastic Deformation of An Axially Loaded Member
9.5
The Force Method of Analysis For Axially Loaded Members
9.6
Thermal Stress

10.3
Power Transmission
10.4
Angle of Twist
10.5
Statically Indeterminate Torque-Loaded Members

11.2
Graphical Method For Contructing Shear and Moment Diagrams
11.4
The Flexure Formula
11.5
Unsymmetric Bending

12.2
The Shear Formula
12.3
Shear Flow In Built-Up Mmebers

13.1
Thin-Walled Pressure Vessels
13.2
State of Stress Caused by Combined Loadings

14.11
Materials Property Relationships
14.3
Principal Stresses and Maximum In-Plane Shear Stress
14.4
Mohr's Circle-Plane Stress
14.5
Absolute Maximum Shear Stress
14.8
Mohr's Circle-Plane Strain

15.2
Prismatic Beam Design

16.2
Slope and Displacement by Integration
16.3
Discountinuity Functions
16.4
Method of Superposition
16.5
Statically Indeterminate Beams and Shafts-Method of Superposition

17.3
Columns Having Various Types of Supports
17.4
The Secant Formula

Textbook Solutions for Statics and Mechanics of Materials

Chapter 13.1 Problem 13-11

Question

The gas pipe line is supported every 20 ft by concrete piers and also lays on the ground. If there are rigid retainers at the piers that hold the pipe fixed, determine the longitudinal and hoop stress in the pipe if the temperature rises 60 F from the temperature at which it was installed. The gas witihin the pipe is at a pressure of 600 lb/ in2 The pipe has an inner diameter of 20 in. and thickness of 0.25 in. The material is A-36 steel.

Solution

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The first step in solving 13.1 problem number 11 trying to solve the problem we have to refer to the textbook question: The gas pipe line is supported every 20 ft by concrete piers and also lays on the ground. If there are rigid retainers at the piers that hold the pipe fixed, determine the longitudinal and hoop stress in the pipe if the temperature rises 60 F from the temperature at which it was installed. The gas witihin the pipe is at a pressure of 600 lb/ in2 The pipe has an inner diameter of 20 in. and thickness of 0.25 in. The material is A-36 steel.
From the textbook chapter Thin-Walled Pressure Vessels you will find a few key concepts needed to solve this.

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full solution

Title Statics and Mechanics of Materials 5 
Author Russell C. Hibbeler
ISBN 9780134382593

The gas pipe line is supported every 20 ft by concrete piers and also lays on the

Chapter 13.1 textbook questions

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