EUROPEAN STANDARD
NORME EUROPENNE
EUROPISCHE NORM
EN 1993-1-3 : 2004
December 2004
_
UDC
Descriptors:
English version
Eurocode 3 : Design of steel structures
Part 1-3: General rules
Supplementary rules for cold-formed members and sheeting
Eurocode 3: Calc

Clay mineralogy and its
interaction with water
BY: MOHD ASHRAF MOHAMAD ISMAIL
1
Clay
Pottery
Sculpture
2
Use of clay in High level nuclear
waste disposal
3
FOUNDATION
ON SOFT
MARINE CLAY
4
FOUNDATION
ON SOFT
MARINE CLAY
5
Clay
What are clay size particle

Soil Mechanics
EAG 245/3
Soil mechanics
3 hours weekly
Wednesday 9.00 10.00 am (DK2)
Friday 10.00 12.00 pm (DK3)
Three lectures:
Dr. Mohd Ashraf Mohamad Ismail (CM)
Dr Mohd Harris Ramli
Prof Nor Azazi Zakaria
Method of assessment
Assignment (30%) Te

Weight-volume relationships
(Phase relationships)
BY: MOHD ASHRAF MOHAMAD ISMAIL
Phase relationship of soil
Soils is inherently multiphase material
(generally consists of 3-phases):
Solid phase
Liquid phase
Gaseous phase
It can also be 2-phase material

MIXING WATER FOR
CONCRETE
EAS153/3- Civil
Engineering Materials
Dr. Megat Azmi Megat Johari
Topic Outcomes
Ability to explain the roles of water in
concrete
Ability to describe the requirements of
water for concrete
Roles of Water
Needed for two purposes:

EAS153/3-CIVIL ENGINEERING
MATERIALS
Facilitators: Assoc. Prof. Dr. Megat Azmi Megat Johari (MAMJ)
Dr. Izwan Johari (IJ)
EAS153/3-Civil Engineering Materials
Course Outcomes
Able to explain the properties, behaviour and
applications of construction materi

AGGREGATES FOR
CONCRETE
EAS153/3-Civil
Engineering Materials
Dr. Megat Azmi Megat Johari
Topic Outcomes
Able to explain the important properties of
aggregates and describe their effects on
the properties of concrete in the fresh and
hardened states, as we

CEMENT
EAS153/3-Civil Engineering Materials
Dr. Megat Azmi Megat Johari
TOPIC OUTCOMES
Able to explain the role of cement;
Able to describe cements production process;
Able to describe the basic chemistry of cement
in term of its compound compositions;
Ab

Unit
prunrrinns
Mix.
F a ramatar :-
Helemrrce
dditibnall
data
in i D rma; irm
Sacified
uarla bias
Standard
Viwiation
Fwyhi?
mm
':- N " Target r'naan '-
5" 51I3ngth '
1"
I 'Maximum [Irre-
"11 3' wai

- Calculus of MultiVariable Tutorial 6
1.
Locate all relative maxima, relative minima, and
saddle points, if any.
Solve
(, ) = 2 2 + 8 + 1
2.
Consider the function (, ) = 12 2 7 2 + 6.
Over the unit square 0 1, 0 1.
(a) Find the maximum and minimum values

- Calculus of MultiVariable Tutorial 4
1.
A point moves along the intersection of the elliptic
paraboloid = 5 2 + 4 2 and the plane = 1. At
what rate is changing with respect to when the
point is at (2, 1, 24)?
2.
Calculate
7
and
Solve
using implicit diff

EUM 113/3 - ENGINEERING CALCULUS (SEM 1 -2015/2016)
INTRODUCTION
Lecturer: DR. LOH WEI PING Room: 3.09 (Level 3) Ext.: 6397
OBJECTIVE
This objective of the course is to strengthen the knowledge and fundamental calculus
skills to prepare engineering studen

Tutorial 1_ANS
1.
(i)
(ii)
2.
(i)
3.
(i)
4.
5.
6.
7.
(ii)
(iii)
(iv)
(ii)
(iii)
(iv)
A 1-1 relation. Therefore is a function
Pass the vertical line test. So is a function
Domain: cfw_ 0 3
Range = [0, 11.25]
is a function
many-to-1 relation
3s from
Domain

- Calculus of One Variable Tutorial 2
1.
Evaluate the following limits given that
(i)
(ii)
(iii)
2.
x, x 0
f ( x) x 2 , 0 x 2
8 x, x 2
lim f (x)
x 0
lim f (x)
x 0
lim f (x)
x 1
lim f (x)
(iv)
x 2
(v)
x 2
(vi)
Solve
lim f (x)
lim f (x)
x 2
Evaluate the fo

Tutorial 3
- Calculus of One Variable -
1.
Verify that the function satisfies the rules of Mean
Value Theorem on given interval. Find all values of x
that satisfy the conclusion of the Mean Value
Theorem.
x 1
f (x ) =
, x [1, 3]
2x + 3
2.
Find all values

Soil Mechanics
Index properties and grain size
distribution
BY: MOHD ASHRAF MOHAMAD ISMAIL
Index properties
Index properties refers to those properties of a soil that
indicate the type and condition of the soil and provide
a relationship to structural pro

Soil formation and soil types
BY: MOHD ASHRAF MOHAMAD ISMAIL
Origin of soils
The earths crust is composed of soil and rock:
Rock: can be defined as a natural aggregate of
minerals that are connected by strong bonding or
attractive forces
Soil: may be defi

Stress
Strain
Stress / Strain Relations
Stress strain relations
Prof Schierle
1
Stress / strain test
= /
Stress strain relations
Pull bar to cause stress and strain
Record load P
Compute stress f
f = P/A
A = cross section area
Record strain L
Compute unit

UNIVERSITI SAINS MALAYSIA
Second Semester Examination
2014/2015 Academic Session
June 2015
EAP215/3 Water Supply & Water Treatment Engineering
[Kejuruteraan Bekalan & Olahan Air]
Duration : 3 hours
[Masa : 3 jam]
Please check that this examination paper c

UNIVERSITI SAINS MALAYSIA
Second Semester Examination
2014/2015 Academic Session
June 2015
EAS254/3 STRUCTURAL ANALYSIS
[Analisis Struktur]
Duration : 3 hours
[Masa : 3 jam]
Please check that this examination paper consists of EIGHT (8) pages of printed m

GROUP A
PROJECT 7
EBB250
COMPUTER METHODS FOR ENGINEER
PROPOSAL OF VB PROJECT BASED ON MATERIAL SCIENCE PROBLEMS
- PROJECT 7 (6.24)
Lecturer:
Assoc Prof Ahmad Badri Ismail
Group A
Name
Bong Poh Yee
Isamuddin Bin Mohamed Iqubal
Janet Kiew Li Siang
Lee Moi

Chapter 3: Pressure and Fluid Statics
Pressure
Pressure is defined as a normal force
exerted by a fluid per unit area.
Units of pressure are N/m2, which is called
a pascal (Pa).
Since the unit Pa is too small for
pressures encountered in practice,
kilopas

% This m-file will solve the quadratic equation :ax^2 + bx + c = 0
function Quad= Quadratic(A,B,C)
A=input('A=');
B=input('B=');
C=input('C=');
%If-Else statement for if A=0
if A=0,
X= -C/B;
else
X(1) = (-B+sqrt(B^2-4*A*C)/(2*A);
X(2) = (-B-sqrt(B^2-4*A*C

%Prompt the user for the values of x and y
x=input('Enter the x value:');
y=input('Enter the y value:');
%Calculate the function f(x,y) based upon the signs of x and y.
if x>=0 & y>=0
fun = x + y;
elseif x>=0 & y<0
fun = x + y^2;
elseif x<0 & y>=0
fun = x

Tutorial 1
- Calculus of One Variable -
Solve
1.
Determine if
(i) () = 3 + 5 is a function?
2.
A volleyball is thrown vertically upward from the
ground at = 0 and return to the ground a few
seconds later. Assuming there is no air resistance
during the thr

3. Basic properties of soils
1.
2.
3.
4.
AY2014
The soil model
Basic properties
Mass density & weight density
Insitu density of soil
BE8608 - Soil Science
1
The Soil Model
Volume
Vv
V
Mass
Va
air
Vw
water
Vs
soil
grains
Ma=0
Mw
M
Ms
Soil Model
AY2014
BE86

Weight-volume relationships
(Phase relationships)
Solution for problem 1 and 2
BY: MOHD ASHRAF MOHAMAD ISMAIL
Problem (1) -Specific volume approach (Vs = 1)
A sample of dry sand having a unit weight of 16.5 kN/m 3, Gs = 2.70 is
placed in the rain. During

R EV letter
Bar schedule ref: m] m B
Site IETI [late prepared Date revised:
Prepared by: Checked by:
5'
er
.ar Type No.
a 4 and of
size mbr
3
CI
8
a.
I'D
:U
m-
e
This schedule complies with BB 3555
* Specied in multiples pr5 mm. r Specied in m