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

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

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

Problem 1:
1.
(Total: 10 Points)
Determine the kinetic energy of the 10-kg rod rotating at 4 rad/s.
IG
m 2
12
,
Io
m 2
3
(a) 2880 J
o
= 4 rad/s
(b) 3840 J
G
(c) 960 J
x
12m
(d) 6720 J
(e) None of the above. Your Answer?
2.
What is the work done by the

King Fahd University of Petroleum & Minerals
Department of Civil and Environmental Engineering
CE 201 Statics Quiz 2 Chapter 3 (1.25 Points)
Students Name:_
ID:_
Section:_
Equilibrium has been reached in the cables, pulley (E), ring (A) and springs system

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

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

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