WILLIAM HARKEY
CE 4729 Homework 2
1. Allowable stress design (ASD) and load and resistance factor design (LRFD) are both design
methods used in foundation design. Both utilize factors of safety to ens
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Nanoscale
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Highly stretchable MoS2 kirigami
Cite this: Nanoscale, 2016, 8, 458
Paul Z. Hanakata,a Zenan Qi,b David K. Campbell*a and Harold S. Park*b
Density functional theory calculation of edge stresses in monolayer MoS2
Zenan Qi, Penghui Cao, and Harold S. Park
Citation: Journal of Applied Physics 114, 163508 (2013); doi: 10.1063/1.4826905
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Mechanics of Materials
CE 2210
Assignment #3
Determinate and indeterminate axial members
Session #5-7
Due date: September, 23th, 2014
Nicolas Ali Libre
Fall 2014
Mechanics of Materials
Axial members
S
Mechanics of Materials
CE 2210
Assignment #1
Stress, Strain, Mechanical Properties
Session #1-4
Due date: September, 9th, 2014
Nicolas Ali Libre
Fall 2014
Mechanics of Materials
Strain, stress, Mechan
Mechanics of Materials
CE 2210
Assignment #10
Combined loading, Pressure vessels
Session #25-27
Due date: December, 9th, 2014
Nicolas Ali Libre
Fall 2014
Mechanics of Materials
Combined loading, Press
Mechanics of Materials
CE 2210
Assignment #8
Shear in beams, Stress & Strain Transformation
Session #19-22
Due date: November, 11th, 2014
Nicolas Ali Libre
Fall 2014
Mechanics of Materials
Shear in be
Mechanics of Materials
CE 2210
Assignment #4
Torsion
Session #9-10
Due date: September, 30th, 2014
Nicolas Ali Libre
Fall 2014
Mechanics of Materials
Torsion
3-1: A compound shaft (see Figure) consist
Mechanics of Materials
CE 2210
Assignment #2
Determinate and indeterminate axial members
Session #5-6
Due date: September, 16th, 2014
Nicolas Ali Libre
Fall 2014
Mechanics of Materials
Axial members
S
Mechanics of Materials
CE 2210
Assignment #7
Shear in beams
Session #19-20
Due date: November, 4th, 2014
Nicolas Ali Libre
Fall 2014
Mechanics of Materials
Shear in beams
7-1: A beam segment subjected
Mechanics of Materials
CE 2210
Assignment #5
Torsion, Bending in beams
Session #11-14
Due date: October, 14th, 2014
Nicolas Ali Libre
Fall 2014
Mechanics of Materials
Torsion, Bending in beams
5-1: De
Mechanics of Materials
CE 2210
Assignment #9
Shear in beams, Stress & Strain Transformation
Session #22-24
Due date: November, 20th, 2014
Nicolas Ali Libre
Fall 2014
Mechanics of Materials
Stress, Str
CArEE 248 EXAM 2 Spring 12
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CArEE 248
EXAM 1
Fall semester 2011
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CArEE 248
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FORMULA SHEET
The Mean Value Theorem
If is continuous on the closed interval [, ], then there exists a number in [, ] such that
() = ()( ).
The Average Value of a Function
If is integrable on the clo
Problem 1 Cross Section 2
Problem 1 HERCRAS Output / Tabulated Data
Answer: Flow Channel Depth at Section 2 = 7.05 meters which is the depth of the water from the surface to the bottom most section of
Design Project- Spring 2016
CE 5250: Airport Planning and Design
Northwest Florida Beaches International Airport
Panama City, FL
Nathan Love
Page 1 of 23
Summary
The Northwest Florida Beaches Internat
Khanh Nguyen
CE 2061
Recycling Center
4/25/2016
Rolla Recycling Center is located just outside of the city of Rolla. It serves much of the
communitys recycling needs, with items such as: aluminum and
CE 3334 Water Resources
Lab # 5: Field Measurements of Streamflow and Construction of Rating Curves
Section 3B
Group 7
Brad Zumsteg
Chad McDaniel
10/27/2014
OBJECTIVE
The objective of this lab was to
CE 3334 Water Resources
Lab # 4: Conservation of Momentum The Sluice Gate Problem
Section 3B
Group 7
Brad Zumsteg
Chad McDaniel
10/20/2014
OBJECTIVE
The purpose of this lab is to understand how to app
CE 3334 Water Resources
Lab # 3: Specific Energy Concept for Open Channel Flow
Section 3B
Group 7
Brad Zumsteg
Chad McDaniel
10/13/2014
OBJECTIVE
The objective of this lab was to apply the principle o
CE 3334 Water Resources
Lab # 2: Hydraulic Machinery-Pumps
Section 3B
Group 7
Brad Zumsteg
Chad McDaniel
09/29/2014
OBJECTIVE
The objective of this lab was to investigate the relationship between pres
CE 3334 Water Resources
Lab # 1: Pressurized Flow and Head Losses
Section 3B
Group 7
Brad Zumsteg
Chad McDaniel
09/15/2014
OBJECTIVE
The objective of this lab was to demonstrate the concepts of fricti
CE 3210
Structural Design in Metals
Design Project
Dr. Grace Yan
Khanh Nguyen
Jeffrey Best
Tyler Anderson
5/12/2016
I. Preliminary analysis
1. Description of the Structural model
The objective of the
1.2 A 2024-111 altmiiiitiiii tube with an mtteirie diameter of 2.50 iii. wilt be used to support a
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thic
2.1 When an 21:11:11 load is. applied to the ends of
the bttr 511111.111 111 Fig. Pl-l. the total elengatien of
the 1331' between joints- A and C‘ 13 0.125 111. 111
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