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CIVL3206 Steel Structures 1, Semester 2 2005
Page 1 of 10
CIVL3206 Steel Structures 1
Department of Civil Engineering
Semester 2, 2005
Time Allowed: 3 hours
Instructions to Candidates
(a) Students should attempt all questions.
(b) Suitable working,
School of Civil Engineering CIVL3206 Steel Structures 1
Tutorial Set 3 Bending - Solution 1) OneSteel are planning to introduce a new heavily welded I section which is shown on the right. The steel has a yield stress fy = 320 MPa. Geometric properties:
Ix
SCHOOL OF CIVIL ENGINEERING
CIVL3206 STEEL STRUCTURES 1 2013: FINAL EXAM
Semester 2, 2013
Time Allowed: 2 hours + 10 minutes reading time
(a) Students should attempt all questions.
(b) Suitable working, diagrams and explanations are required for each ques
SCHOOL OF CIVIL ENGINEERING
Paper code: CC0184
CIVL3206 STEEL STRUCTURES 1 2014: FINAL EXAM
CIVL5508 FOUNDATIONS OF STEEL STRUCTURES 1 2014: FINAL EXAM
Semester 2, 2014
Time Allowed: 2 hours + 10 minutes reading time
(a) Students should attempt all questi
SCHOOL OF CIVIL ENGINEERING
CIVL3206 STEEL STRUCTURES 1 2016: DESIGN ASSIGNMENT
RECYCLING SORTING CENTRE - SYDNEY
Design Brief
Your client is building a large warehouse structure to enclose a recycling sorting centre in western Sydney. The
client has aske
SCHOOL OF CIVIL ENGINEERING
CIVL3206 STEEL STRUCTURES 1 2016: DESIGN ASSIGNMENT
RECYCLING SORTING CENTRE - SYDNEY
Design Assignment Submission 1 Layout, Loading & Initial Sizing
This provides only brief information outlining the requirements. Exact detail
SCHOOL OF CIVIL ENGINEERING
CIVL3206 STEEL STRUCTURES 1 2011: FINAL EXAM
Semester 2, 2011
Time Allowed: 3 hours + 20 minutes reading time
(a) Students should attempt all questions.
(b) Suitable working, diagrams and explanations are required for each ques
SCHOOL OF CIVIL ENGINEERING
CIVL3206 STEEL STRUCTURES 1 2010: FINAL EXAM
Semester 2, 2010
Time Allowed: 3 hours + 20 minutes reading time
(a) Students should attempt all questions.
(b) Suitable working, diagrams and explanations are required for each ques
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CIVL3206 Steel Structures 1, Semester 2 2007
Page 1 of 8
CIVL3206 Steel Structures 1
School of Civil Engineering
Semester 2, 2007
Time Allowed: 3 hours + 20 minutes reading time
Instructions to Candidates
(a) Students should attempt all questions.
(
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CIVL3206 Steel Structures 1, Semester 2 2006
Page 1 of 12
CIVL3206 Steel Structures 1
School of Civil Engineering
Semester 2, 2006
Time Allowed: 3 hours + 20 minutes reading time
Instructions to Candidates
(a) Students should attempt all questions.
SCHOOL OF CIVIL ENGINEERING
CIVL3206 STEEL STRUCTURES 1: CONNECTIONS IN TENSION
INTRODUCTION
Aim
To examine the behaviour and failure of black bolted, high strength friction grip bolted, and welded
connections in tension.
Calculate connection capacities t
SCHOOL OF CIVIL ENGINEERING
CIVL3206 STEEL STRUCTURES 1: TUTORIAL 3 BENDING
1) OneSteel are planning to introduce a new heavily welded I section which is shown
on the right. The steel has a yield stress fy = 320 MPa.
Geometric properties:
Ix
= 7.6(403-210
THE UNIVERSITY OF
SYDNEY SCHOOL OF CIVIL ENGINEERING
CIVL3206 STEEL STRUCTURES 2 2014: QUIZ 2
Surname: 5 6 (9 in; Student Number:
First name:
1) (8 Marks) In example 5.1 of the lecture notes, it was shown that a 250UB31.4 in Grade 300 was non
compact fo
Steel Lecture Notes: Tuesday 20th September
Section capacity local buckling
Previously one would develop the bending capacity of a section with the following two sections for
elastic and plastic behaviour (respectively).
M y =f y ZM p=f y /u S
We now use
Steel Structures 1 Week 8 Lecture Notes
Review: <copy off Vals photos>
Watching the video of the I-section undergoing lateral-torsional buickling
We have a zone of constant moment and two zones of non-constant moment, or moment gradient.
In a typical UB s
Steel Structures Notes Catchup Lecture 1/9/16
The slender column Tim photographed at Fox Studios was at follows:
Approximating L and R (101.6x4 CHS 5m length). We get a L/r of 145 and a euler buckling load of
115kN.
Looking at the Greek Equations Approxim
2011 Exam
1 TENSION
The connection correction factor kt for tension accounts for non-uniform force
distribution, which can be caused by issues such as eccentric connections, and shear
lag. For an I-section splice, connected by the flanges only (AS 4100 Cl
.13 Ami/19+ origami/nil OWL UAW Out WW9) le 4 95 0 hbgr m \
VQCiE-I'O'Mce'
- 94. iii-LMMQ Sail/(3%, Ovid mgeohvi (Mbli C/Ui Lei/10m 294 Maggy/E
Can you explain the significance of the terms in the equation: 0.85 * kt * An * fu ?
TW
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CIVL3206 Steel Structures 1, Semester 2 2009
Page 1 of 5
CIVL3206/CIVL5508 Steel Structures 1
School of Civil Engineering
Semester 2, 2009
Time Allowed: 3 hours + 20 minutes reading time
Instructions to Candidates
(a) Students should attempt all que
SCHOOL OF CIVIL ENGINEERING
CIVL3206 STEEL STRUCTURES 1 2012: FINAL EXAM
Semester 2, 2012
Time Allowed: 2 hours + 10 minutes reading time
(a) Students should attempt all questions.
(b) Suitable working, diagrams and explanations are required for each ques
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CIVL3206 Steel Structures 1, Semester 2 2008
Page 1 of 5
CIVL3206 Steel Structures 1
School of Civil Engineering
Semester 2, 2008
Time Allowed: 3 hours + 20 minutes reading time
Instructions to Candidates
(a) Students should attempt all questions.
(
SCHOOL OF CIVIL ENGINEERING
CIVL3206 STEEL STRUCTURES 1: TUTORIAL 2 COMPRESSION & ANALYSIS
1) Calculation: From first principles (ie considering the element slendernesses), calculate the form factor kf
and the design section capacity in compression Ns of
CIVL3206 STEEL STRUCTURES 1: TUTORIAL 3 BENDING
1
4
8
1
Geometric properties:
Ix
= 7.6(403-210.9)3/12+2(17810.93
=
+1
2
1
/
bf = 178 mm
0
1) OneSteel are planning to introduce a new heavily welded I section which is shown
on the right. The steel has a yie
SCHOOL OF CIVIL ENGINEERING
CIVL3206 STEEL STRUCTURES 1: TUTORIAL 4 COMBINED ACTIONS
1)
Consider a 200UC52.2 member constructed from
Grade 300 steel. The member forms part of a braced
frame and is subject to a concentric axial compression
force of N* = 70
SCHOOL OF CIVIL ENGINEERING
CIVL3206 STEEL STRUCTURES 1: TUTORIAL 1 TENSION & COMPRESSION
1) Basic question and discussion.
A 75 75 2.0 SHS is being used as a brace member in a frame and is subjected to either axial tension or
compression.
a) Tension: Cal
SCHOOL OF CIVIL ENGINEERING
CIVL3206 STEEL STRUCTURES 1: TUTORIAL 5 CONNECTIONS
1) From 1998 Exam
Two 150UC30.0 sections, Grade 300 to AS 3679, are connected with splice plates connected to the top and
bottom flanges of each section, as shown in Figure 5(
SCHOOL OF CIVIL ENGINEERING
CIVL3206 STEEL STRUCTURES 1
TUTORIAL SET 0 PREWORK
1) What were the main themes of Structural Mechanics last year?
2) Research (google/wikipedia) the Kurilpa (Tank Street) Bridge in Brisbane and think of some possible
answers t