Department of Civil Engineering
Auburn University
Introductory Lab Experiment
on
Wooden Dowel Measurements
Dice Statistics
Statistical Analysis
Submitted to
Anthony Consunji
Submitted by
Bryant McMull
*:
ClVL 3610 Structural Analysis Midterm Exam #1 Spring 2013
Date: 02/15/13 Name: Q; g Z 2 2( A 2; )5: as; Q [CA
There are four problems on this exam. Read all the problems through and ensure you have
CIVIL 3610 Structural Analysis
Krzysztof G. Waszczuk
Syllabus
Krzysztof G. Waszczuk
306C Ramsay Hall
[email protected]
Office Hours: Wednesday and Friday 2:00pm
3:00pm or by appointment
Syllabus
Cl
CIVIL 3610 Structural Analysis
Krzysztof G. Waszczuk
Structural Loads
Dead Load
Live Load
Environmental Loads
Other loads and load effects
Structural Loads
Dead Load
Weight of structural and non
PROBLEM 1
P := 20
L := 8
reactions
RA :=
RC :=
P L
2L
P L
2L
= 10
= 10
moment at B
M B := RA L = 80
slope at A and
C
tCA
A =
L
tCA :=
1 1
5120
M B 2 L L =
2 EI
EI
tCA
320
A :=
=
2 L
EI
C = A + AC
1 1
CIVL 3610 Structural Analysis Midterm Exam #2 Spring 2013
Date:03/29/13 Name: [Ska Sk0
There are three problems on this exam. Read all the problems through and ensure you have a complete exam
before
ClVL 3610 Structural Analysis Midterm Exam #2 Spring 2013
Date: 03/29/13 Name: :1ng ilk/(:12 Egg (:2
There are three problems on this exam. Read all the problems through and ensure you have a comple
CIVL 3610 Structural Analysis Midterm Exam #3 Spring 2013
Date: 04/24/13 Name: 19th =5MEl
There are three problems on this exam. Read all the problems through and ensure you have a complete exam
bef
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Overview
I Tributary Area
1) Beams and girders on different level
2) Beams and girders at the same level
II Influence Area and LL reduction factor
III Example problem
I. Tributary Area
1) Beams and gi
Chapter 10
ANALYSIS OF STATICALLY INDETERMINATE STRUCTURES BY THE FORCE METHOD
#1 STATICALLY INDETERMINATE STRUCTURES
Method
Unknowns
Equations Used for Solution
Force Method
Forces
Displacement Metho
FINAL EXAM InformationSTRUCTURAL ANALYSIS
12/7(Mon) @ 12:00
Exams & Material
Exam #1
o Chapter 2
Determinacy and Stability
Reactions
o Chapter 4
Internal Forces in Beams and Frames
At a Point
Fu
Virtual Work Method for Statically Determinate Trusses
Determinacy
1. Check the truss for determinacy and stability to ensure the truss is statically determinate using the
bar forces (b), support rea
EXAM #2
Chapter 3
ANALYSIS OF STATICALLY DETERMINATE TRUSSES
Determinacy and Stability of Beams and Frames
Statically Determinate
Statically Indeterminate
Unstable
r=3 n
r >3 n
r <3 n
OR
r 3 n
Dete
Exam 1
Review
Determinacy and Stability
Statically Determinate: r = 3n
Statically Indeterminate: 3 > 3n
Unstable r < 3n
o If 3 3n it is unstable if member reactions are concurrent,
parallel, or som
HW #9 NotesVirtual Work Method for Flexural DeformationsBeams & Frames
Chapter 9 Deflections Using Energy Methods, Section 7 Method of Virtual Work Beams & Frames (pg 364)
Virtual Work Equations for B
HW #10 NotesForce Method for Analyzing Indeterminate Structures(with virtual work)
Chapter 10 Analysis of Statically Indeterminate Structures by the Force Method (pg 395)
Method
Unknowns
Equations Use
HW #11 Notes
Slope-Deflection Equations(includes force method)
Chapter 11 Displacement Method of Analysis: Slope-Deflection Equations (pg 451)
Slope-Deflection Equations
4 EI
2 EI
M AB=
A=
L
L B
4 EI