Civil & Environmental Engineering Department
STRUCTURAL MECHANICS I
CE 203 (Section 04)
Assignment No. 3 Key Solution
Term: 151
1. If the force P applied at the joint A of the two wires AB and AC causes the joint A to be
displaced horizontally 3 mm, deter

King Fahd University of Petroleum & Minerals
CIVIL ENGINEERING DEPARTMENT
CE 203 STRUCTURAL MECHANICS I
Summer Semester 2014 (133)
HOME WORK NO. 2
Textbook Sections Covered: 4.2 4.7; 10.6
DUE DATE: Tuesday 24th June 2014
1- A horizontal rigid bar of negli

CE 203 Structural MechanicsI (sections 1&2) A
Summer Semester 2014 (133)
Quiz # 6 (Maximum Time Allowed: 25 Minutes)
August 5, 2014
Section # - ID# - Name -
1. A solid circular shaft with 60 mm diameter is subjected to T= 3000 N-m, M =
2400 N-m (causing t

CE 203 Structural Mechanics-I (Sections 1&2) B
Summer Semester 2014 (133)
Quiz # 2 (Maximum Time Allowed: 25 Minutes)
June 24, 2014
Section # - ID# - Name- -
1. Determine the overall deformation of the composite aluminum bar shown in
Figure1.Tak

King Fahd University of Petroleum & Minerals
CIVIL ENGINEERING DEPARTMENT
CE 203 STRUCTURAL MECHANICS I
Summer Semester 2014 (133)
HOME WORK NO. 6
Textbook Sections Covered: 8.2; 9.1 to 9.4
DUE DATE: Thursday 7th August 2014
1- A force P is applied to a b

CE 203 Structural Mechanics-I (Sections 1&2) A
Summer Semester 2014 (133)
Quiz # 5 (Maximum Time Allowed: 25 Minutes)
July 17,2014
Section # - ID# - Name-
1. A T-section, as shown below is subjected to a shear force of 5000 N. Determine
the maximum sh

King Fahd University of Petroleum & Minerals
CIVIL ENGINEERING DEPARTMENT
CE 203 STRUCTURAL MECHANICS I
Summer Semester 2014 (133)
HOME WORK NO. 1
Textbook Sections Covered: 1.1 1.7; 2.1 3.7
DUE DATE: Thursday 19th June 2014
1- Determine the maximum avera

Km: $0M i100!
CE 203 Structural Mechanics-l (Sections 1&2) W
Summer Semester 2014 (133)
Quiz # 7 (Maximum Time Allowed: 25 Minutes)
August 12, 2014
Section # - ID# . N
For the simply supported beam, as shown in the following gure, determine the
cf

CIVIL ENGINEERING DEPARTEMNT KFUPM
CE 203
Mechanics of Materials
Second Semester-133
KEY SOLUTION OF HW#1
Solution
1000 N
1000 N
=
1000 N
400 N
1000 N
1000
=
= 0.509 /2
50 2
4
=
4
=
4
1000
150
400
2
100
2
= 0.0566 /2
= 0.0509 /2
Hence, the maximum no

King Fahd University of Petroleum & Minerals
CIVIL ENGINEERING DEPARTMENT
CE 203 STRUCTURAL MECHANICS I
Summer Semester 2014 (133)
HOME WORK NO. 3
Textbook Sections Covered: 5.1 5.7
DUE DATE: Thursday 3rd July 2014
1- The solid circular shaft is used to t

CE 203 Structural Mechanics-I (Sections 1&2) B
Summer Semester 2014 (133)
Quiz # 5 (Maximum Time Allowed: 25 Minutes)
July 17,2014
Section # - ID# - -Name -
1. A T-section, as shown below is subjected to a shear force of 4000 N. Determine
the maximum shea

CE 203 Structural Mechanics-I (Sections 1&2) B
Summer Semester 2014 (133)
Quiz # 6 (Maximum Time Allowed: 25 Minutes)
August 7, 2014
Section # - ID# - Name -
l. A solid circular sha with 64 mm diameter is subjected to T = 2800 N-m, M =
2500 N-m (causing

Kai gou 1 0%
CE 203 Structural Mechanics-l (Sections 1&2) A
Summer Semester 2014 (133)
Quiz # 7 (Maximum Time Allowed: 25 Minutes)
August 12, 20
Section # -
For the simply supported beam. as shown in the following gure, W
WWW.
iMd-twul' B :0
9M loxgxg

CIVIL ENGINEERING DEPARTEMNT KFUPM
CE 203
Mechanics of Materials
Second Semester-133
KEY SOLUTION OF HW # 5
Problem #1: For the cantilever beam as shown in the following figure, plot the shear stress
distribution diagram along the depth of the beam at loc

King Fahd University of Petroleum & Minerals
CIVIL ENGINEERING DEPARTMENT
CE 203 STRUCTURAL MECHANICS I
Summer Semester 2014 (133)
HOME WORK NO. 5
Textbook Sections Covered: 7.1 7.4; 8.1
DUE DATE: Thursday 17th July 2014
1- For the cantilever beam as show

King Fahd University of Petroleum & Minerals
CIVIL ENGINEERING DEPARTMENT
CE 203 STRUCTURAL MECHANICS I
Summer Semester 2014 (133)
HOME WORK NO. 4
Textbook Sections Covered: 6.1 6.4
DUE DATE: Thursday 10th July 2014
1- 1- Plot the shear force and bending

Civil & Environmental Engineering Department
STRUCTURAL MECHANICS I
CE 203-04
Assignment No. 2 Key Solution
Term: 151
1. If P = 20 kN, determine the average shear stress developed in the pins at A and C. Each pin has
a diameter of 18 mm.
FBDs:
2. Determin

Civil & Environmental Engineering Department
STRUCTURAL MECHANICS I
CE 203 (Section 04)
Assignment No. 1 Key Solution
Term: 151
1. Determine the resultant internal normal force acting on the cross section through point A in
each column. In (a), segment BC

CE 203 Statics (Section 04)
Quiz# 2
Name:. ID#.
Instruction: Write clearly and show all calculations, FBDs, and units
The bar ABC is supported by a pin-support at A and a short link BE which has
a circular cross-section having a diameter D. For the load s

Civil & Environmental Engineering Department
STRUCTURAL MECHANICS I
CE 203 (Section 04)
Assignment No. 3
Term: 151
Due Date: Tuesday, September 17, 2015
1. If the force P applied at the joint A of the two wires AB and AC causes the joint A to be
displaced

Civil & Environmental Engineering Department
STRUCTURAL MECHANICS I
CE 203 (Section 04)
Assignment No. 4
Term: 151
Due Date: Thursday, October 1, 2015
1. The load of 20 kN is supported by the four 304 stainless steel wires that are connected to
the rigid

Civil & Environmental Engineering Department
STRUCTURAL MECHANICS I
CE 203 (Section 04)
Assignment No. 6
Term: 151
Due Date: Thursday, October 29, 2015
1. The rubber block with initial dimensions 100 100 100 mm is confined in the Ushape smooth rigid block

CE 203 (Section 04)
Quiz# 3
Name:. ID#.
The composite bar consists of a 20-mm diameter A-36 steel segments AB and 50-mm diameter
red brass C83400 end segments DA and CB. Determine the average normal stress in each
segment due to the applied load by use co

Solution of HW #5
ProEIEﬂ
4m. V
Tle ﬁqug fiwa
48: A: Yomy‘
E : 706Pq
(’33 = 300M)“
E = l’OGPq
So ’u‘ffoa
7“ 0;!) (.46, (5:1,; We Och) "'0 ﬂk 74,“); {L951
MamL Us .
.,
2 3Uajion). mu: (La ProCle 7 > 64 3"“
(I JﬁjQLI(aH7 (hope-('Q'Mhd—g ' Ex k—fgo.

3.9 Linear Momentum & Impulse
3.9 Principle of Linear Impulse-Momentum
Conservation of Linear Momentum
ME 201: Dynamics
15.1-3 Principle of Impulse and Momentum
E. Abdel-Rahman, U Waterloo
M. Khater, KFUPM
3.9 Linear Momentum & Impulse
3.9 Principle of Li

Impact
Angular Momentum
ME 201: Dynamics
Principle of Impulse and Momentum
15.4 Impact
15.5-7 Angular Momentum
E. Abdel-Rahman, U Waterloo
M. Khater, KFUPM
Impact
Angular Momentum
Objectives
At the end of this lecture, you should be able to:
calculate the

Work
Principle of Work and Energy
ME 201: Dynamics
14 Principle of Work and Energy
E. Abdel-Rahman, U Waterloo
M. Khater, KFUPM
Work
Principle of Work and Energy
Objectives
At the end of this lecture, you should be able to:
calculate the work applied by a

CIVIL ENGINEERING DEPARTEMNT KFUPM
CE 203
Mechanics of Materials
Summer Semester-133
HW #6 KEY SOLUTION
Prob #1:
A force P is applied to a block as shown in the following figure:
a. Determine the distance, d, at which the force P may be located from y-axi

King Fahd University of Petroleum & Minerals
CIVIL ENGINEERING DEPARTMENT
CE 203 STRUCTURAL MECHANICS I
Summer Semester 2014 (133)
HOME WORK NO. 7
Textbook Sections Covered: 12.1 to 12.3
DUE DATE: Tuesday 12th August 2014 (in the evening in office)
1- For