Statics-Sample Exam II
Note to the students: The following is a typical "Exam II" for statics. It should give you
an idea of the difficulty of the exam. Try to do the exam in 50 minutes without the aid of
your book or your notes, only using your one page
Statics-Sample Exam I
Note to the students: The following is a typical "Exam I" for statics. It should give you an
idea of the difficulty of the exam. Try to do the exam in 50 minutes without the aid of
your book or your notes, only using your one page of
Area Moment of inertia
The area moment of inertia is the second moment of area around a given axis.
For example, given the axis O-O and the shaded area shown, one calculates the
second moment of the area by adding together
for all the elements of
area dA
Equilibrium of rigid bodies
Static equilibrium for a rigid body: A body (or any part of it) which is currently
stationary will remain stationary if the resultant force and resultant moment are zero for
all the forces and couples applied on it.
F R = F = 0
Centre of gravity and centroid:
The center of gravity (G) is a point that locates the
resultant weight of a system of particles.
Particles with weights W1, W2, , Wn can be replaced
by a resultant force of weight W located at the center of
gravity G.
To fi
Equivalent force systems: Distributed loads
Replacing distributed loads by a resultant load and resultant couple applied at a
given point O :
Replacing a distributed load by single resultant load:
Note: Since the equation for d is the same as that for det
Direction cosines
F
F
Fx
cos = x =
, cos = y =
F
F
Fx2 + Fy2 + Fz2
Fy
Fx2 + Fy2 + Fz2
, cos =
Fz
=
F
Fz
Fx2 + Fy2 + Fz2
Prove:
cos 2 ( ) + cos 2 ( ) + cos 2 ( ) = 1
Solution:
2
2
Fy
F 2 + Fy2 + Fz2
Fx
Fz
cos + cos + cos = 2
+2
+2
= x2
=1
Fx + Fy2 + Fz2 Fx
Statics-Sample Exam III
Note to the students: The following is a typical "Exam III" for statics. It should give you
an idea of the difficulty of the exam. Try to do the exam in 50 minutes without the aid of
your book or your notes, only using your one pag
AREA MOMENT OF INERTIA
Problem 2:
Determine the moment of inertia of the trianglular area about the base x-axis. Use the parallel
axis transfer theorem to determine Ixo from Ix.
y
y =(-h/b)x + h
h
x0
h/3
x
b
Solution:
Choosing to use double integration an
AREA MOMENT OF INERTIA
Problem 1:
Find the moment of inertia about the x axis and also y axis of the following figure:
Calculating Ix:
I x = y 2 dA
dA = dxdy
h
b
by 3
I x = y dxdy =
3
y =0 x =0
y =h
=
2
Calculating Iy:
y =0
bh3
3
I y = x 2 dA
dA = dxdy
b
Test 5:
1. What is the unit vector along the line A-B, if the Cartesian coordinates of point A are (5,0,3) and the
Cartesian coordinate of point B are (0,5,5)?
Solution:
r = ( xB x A ) i + ( y B y A ) j + ( z B z A ) k
r = ( 0 5 ) i + ( 5 0 ) j + ( 5 3) k
Equivalent force systems: The wrench
A wrench: A wrench is a force and couple system in which the force and couple are
parallel.
Every force and couple system can be reduced to a wrench: As above, the
perpendicular part of the resultant moment can be repl
CIVL3205/CIVL5507 Concrete Structures 1 (2012)
6 credit points.
A/Prof. S. G. Reid
CIVL3205: Third year core unit of study for the degree in Civil Engineering. Third year elective unit of study for the degree in
Project Engineering and Management (Civil).
Columns
Compression
Axial loading: uniform compression (no bending).
o Ultimate strength: squash load acts through the plastic centroid.
Eccentric loading (eccentric in relation to the plastic centroid): combined compression and
bending.
Reinforcement:
CIVL 3205/CIVL5507 Concrete Structures 1
Tutorial 4: Stress Analysis
For the Bridge of Tutelage, ignoring shrinkage stresses, calculate (for sagging and hogging sections):
i.
the nominal cracking moments Mcr at 28 days (36.6 kNm, sagging: 81.3 kNm, hoggin
CIVL 3205/CIVL5507 (2012)
Tutorial 5: Deflections
The Bridge of Tutelage is loaded by its self-weight (applied at 28 days) and an occasional live load of 3 kPa
(uniformly distributed over both spans).
Using transformed section properties, estimate the eff
CIVL3205/5507 CONCRETE STRUCTURES 1 - 2012
DESIGN PROJECT
1. GENERAL DESCRIPTION
A 10-storey reinforced-concrete office building known as the Learning
Tower of Meckering is to be constructed in Meckering, WA. The
building site is virtually level, with und
Earthquake Engineering
Design Philosophy
Provide sufficient strength to resist a moderate earthquake without significant structural damage
Provide sufficient ductility to endure a large earthquake without structural collapse (but with
structural damage)
CIVL5351 Geoenvironmental Engineering
Semester 1, 2012
SYLLABUS
A/Prof Abbas El-Zein
University of Sydney
Table of Contents
1.
Unit of Study Objectives and Learning Outcomes . 4
1.1 Introduction. 4
1.2 Learning Outcomes Matrix . 4
1.3 Lecture Notes, Textb