Hunting
GE 1000-01
Joe Dellinger
HW# 10 Powerpoint
10/15/13
Background Information
Hunting has been around forever
Intoduction
Common Animals to hunt
Deer
Geese
Ducks
Squirrels
Doves
Content
Conclusion
F uture Work
References
Homework #1
Advisor Interview
Joe Dellinger
1000 Section 01
General Engineering
10-3-13
I have Dr. Michael Momot as my academic advisor for the 2013 fall semester. As I
interviewed him it became clear to me that he was going to be a good advisor for me pe
Wakeboarding
GE 1000-01
Joe Dellinger
HW# 10 Powerpoint
10/15/13
1
Introduction
What is
Wakeboarding?
Gear
2
What is
Wakeboarding?
Relates to water skiing
Two boots on one board
Pulled behind boat
3
Gear
Board
Boots
Rope
Boat
4
Finding the Right Gear
Sizi
Joe Dellinger
Wakeboarding
Wakeboarding is a fun and exciting way to spend free time. I will explain what
wakeboarding is, the gear needed and how to size the gear, and why it is such a fun and exciting
way to spend time doing.
A.
WhatisWakeboarding?
Wake
G. Rizzoni, Principles and Applications of Electrical Engineering
Problem solutions, Chapter 9
Chapter 9 Instructor Notes
After a brief introduction to semiconductors materials in Section 9.1, Section 9.2 introduces the pn junction and the semicond
G. Rizzoni, Principles and Applications of Electrical Engineering
Problem solutions, Chapter 8
Chapter 8 Instructor Notes
Chapter 8 introduces the notion of integrated circuit electronics through the most common building block of electronic instrum
G. Rizzoni, Principles and Applications of Electrical Engineering
Problem solutions, Chapter 7
Chapter 7 Instructor Notes
Chapter 7 surveys all important aspects of electric power. Coverage of Chapter 7 can take place immediately following Chapter
G. Rizzoni, Principles and Applications of Electrical Engineering
Problem solutions, Chapter 6
Chapter 6 Instructor Notes
Chapter 6 has also seen substantive revisions with respect to the Third Edition. A section on Fourier analysis has been added
G. Rizzoni, Principles and Applications of Electrical Engineering
Problem solutions, Chapter 5
Chapter 5 Instructor Notes
Chapter 5 has been reorganized in response to a number of suggestions forwarded by users of the third edition of this book. Th
G. Rizzoni, Principles and Applications of Electrical Engineering
Problem solutions, Chapter 4
Chapter 4 Instructor Notes
The chapter starts by developing the dynamic equations for energy storage elements. The analogy between electrical and hydraul
G. Rizzoni, Principles and Applications of Electrical Engineering
Problem solutions, Chapter 3
Chapter 3 Instructor Notes
Chapter 3 presents the principal topics in the analysis of resistive (DC) circuits. The presentation of node voltage and mesh
G. Rizzoni, Principles and Applications of Electrical Engineering
Problem solutions, Chapter 2
Chapter 2 Instructor Notes
Chapter 2 develops the foundations for the first part of the book. Coverage of the entire Chapter would be typical in an intro
Motion Sensor and Dimming Lighting System
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32
CHAPTER 1
Tension, Compression, and Shear
Problem 1.6-10 A flexible connection consisting of rubber pads (thickness t 9 mm) bonded to steel plates is shown in the figure. The pads are 160 mm long and 80 mm wide. (a) Find the average shear strai
SECTION 12.6
Polar Moments of Inertia
15
Polar Moments of Inertia
Problem 12.6-1 Determine the polar moment of inertia IP of an isosceles triangle of base b and altitude h with respect to its apex (see Case 5, Appendix D) Solution 12.6-1 Polar mom
466
CHAPTER 7
Analysis of Stress and Strain
Problem 7.5-8 A brass cube 50 mm on each edge is compressed in two perpendicular directions by forces P 175 kN (see figure). Calculate the change V in the volume of the cube and the strain energy U store
452
CHAPTER 7
Analysis of Stress and Strain
Problem 7.4-7 An element in pure shear is subjected to stresses 3000 psi, as shown in the figure. xy Using Mohr's circle, determine (a) the stresses acting on an element oriented at a counterclockwise an
106
CHAPTER 2
Axially Loaded Members
Problem 2.5-3 A rigid bar of weight W 750 lb hangs from three equally spaced wires, two of steel and one of aluminum (see figure). The diameter of the wires is 1/8 in. Before they were loaded, all three wires h
80
CHAPTER 2
Axially Loaded Members
Problem 2.3-8 A bar ABC of length L consists of two parts of equal lengths but different diameters (see figure). Segment AB has diameter d1 100 mm and segment BC has diameter d2 60 mm. Both segments have length
2
Axially Loaded Members
Changes in Lengths of Axially Loaded Members
Problem 2.2-1 The T-shaped arm ABC shown in the figure lies in a vertical plane and pivots about a horizontal pin at A. The arm has constant cross-sectional area and total weight
7
Analysis of Stress and Strain
Plane Stress
Problem 7.2-1 An element in plane stress is subjected to stresses 6500 psi, y 1700 psi, and xy 2750 psi, as shown in the x figure. Determine the stresses acting on an element oriented at an angle 60 from
SECTION 11.9
Design Formulas for Columns
711
Problem 11.9-9 Determine the allowable axial load Pallow for a steel pipe column that is fixed at the base and free at the top (see figure) for each of the following lengths: L 6 ft, 9 ft, 12 ft, and 15
SECTION 11.5
Columns with Eccentric Axial Loads
697
Problem 11.5-13 A frame ABCD is constructed of steel wide-flange members (W 8 21; E 30 10 6 psi) and subjected to triangularly distributed loads of maximum intensity q0 acting along the vertical
11 #
Columns Chapter Title
Idealized Buckling Models
Problem 11.2-1 through 11.2-4 The figure shows an idealized structure consisting of one or more rigid bars with pinned connections and linearly elastic springs. Rotational stiffness is denoted R a
160
CHAPTER 2
Axially Loaded Members
Stress Concentrations
The problems for Section 2.10 are to be solved by considering the stress-concentration factors and assuming linearly elastic behavior. Problem 2.10-1 The flat bars shown in parts (a) and (
204
CHAPTER 3
Torsion
Problem 3.4-9 A tapered bar AB of solid circular cross section is twisted by torques T 36,000 lb-in. (see figure). The diameter of the bar varies linearly from dA at the left-hand end to dB at the right-hand end. The bar has
3
Torsion
Torsional Deformations
Problem 3.2-1 A copper rod of length L 18.0 in. is to be twisted by torques T (see figure) until the angle of rotation between the ends of the rod is 3.0. If the allowable shear strain in the copper is 0.0006 rad, wh
144
CHAPTER 2
Axially Loaded Members
Problem 2.7-9 A slightly tapered bar AB of rectangular cross section and length L is acted upon by a force P (see figure). The width of the bar varies uniformly from b2 at end A to b1 at end B. The thickness t
134
CHAPTER 2
Axially Loaded Members
Problem 2.6-16 A prismatic bar is subjected to an axial force that produces a tensile stress 63 MPa and a shear stress 21 MPa on a certain inclined plane (see figure). Determine the stresses acting on all faces
SECTION 7.3
Principal Stresses and Maximum Shear Stresses
439
Problem 7.3-9 A shear wall in a reinforced concrete building is subjected to a vertical uniform load of intensity q and a horizontal force H, as shown in the first part of the figure. (