1.
Civil & Environmental Engineering Department
STRUCTURAL MECHANICS l
CE 203
Assignment No. 4
Term: 161
Due Date: Thursday, Oct. 20, 2016
Solve problem 4-13 in the textbook. Use the cross-sectional area of the rod CB ale mm2
(instead of 14 mml), and the
Civil 8. Environmental Engineering Department
STRUCTURAL MECHANICS |
CE 203
Assignment No. 5
Term: 16!
Due Date: Thursday, Oct. 27, 2016
1. Solve problem 4-76 in the textbook
2. Solve problem 478 in the textbook
3. Solve problem 4-85 in the textbook
4.
Civil & Environmental Engineering Department
STRUCTURAL MECHANICS I
CE 203
Assignment No. 9
Term: 161
Due Date: Thursday, December 1, 2016
1. For the given beam, draw the shear and moment diagrams using
a) Method of sections
b) Graphical Method
2. Using G
Rewrite the solution of the problem below from one of your HWs (without
looking at your solution)
* The assembly consists of two copper rods AB and CD of diameter 30 mm, a
stainless steel alloy rod EF of diameter 40 mm, and a rigid cap G. If the
supports
King Fahd University of Petroleum & Minerals
DEPARTMENT OF CIVIL ENGINEERING
Semester 161
CE 203 STRUCTURAL MECHANICS I
Major Exam I SOLUTION
Problem
Graded by
1
Dr. A. Al-Gadhib
2
Prof. S. Ahmad
3
Dr. F. Mukhtar
4
Dr. S. Al-Ghamdi
King Fahd University of Petroleum and Minerals
Department of Mathematics & Statistics
Math 202 Syllabus
2016-2017 (161)
Coordinator: Dr. Khalid Alshammari
kshamari@kfupm.edu.sa
Title:
Elements of Differential Equations.
Credit:
3-0-3
Textbook:
Description
How to Avoid Making Simple Mistakes in CE 203 Exams
By: Dr. Abdulrahman Khathlan
Earning a good grade in an exam is mostly dependent on whether, or not, the student knows the
technical content well, and shows that in his solution. However, in many exams,
Civil & Environmental Engineering Department
STRUCTURAL MECHANICS I
CE 203
Assignment No. 8
Term: 161
Due Date: Thursday, November 24, 2016
1. A compound shaft ABC (composed of two parts AB and BC) is subjected to a torque-load
shown in Fig. Q1. Support A
Civil & Environmental Engineering Department
STRUCTURAL MECHANICS I
CE 203
Assignment No. 10
Term: 161
Due Date: Thursday, Dec 8, 2016
1. Solve problem 6-49 in the textbook, but change the magnitude and direction of the given
moment from +6 kN.m to -10 kN
Civil & Environmental Engineering Department
STRUCTURAL MECHANICS I
CE 203
Assignment No. 7
Term: 161
Due Date: Thursday, November 10, 2016
1. A compound solid shaft ABC has a 30-mm diameter for segment AB and is made of A-36
steel with an allowable shear
Civil & Environmental Engineering Department
STRUCTURAL MECHANICS I
CE 203
Assignment No. 6
Term: 161
Due Date: Sunday, Nov 6, 2016
1. The plate shown in the figure has a uniform thickness t and is subjected to a tensile force
P = 10 kN. Determine the req
CE 203 ($ecton 3";
Quiz# 3
Time Allowed: 20mins
Name: . ID# .
Rewrite the solution of the problem below from one of your H Ws (without looking at your solution)
* A compound shaft ABC (composed of two parts AB and BC) is subjected to a torque-load shown
i
LECTURE NO. 22 & 23
THE FLEXURE FORMULA
Objectives:
To explain how a straight beam deforms when it
is subjected to bending moment
To explain the assumptions made regarding the
deformation of straight beams
To explain the "flexure formula" for calculati
LECTURE NO. 20-21
SHEAR AND BENDING MOMENT DIAGRAMS:
Graphical Method
Objectives:
To explain how to draw the shear and bending
moment diagrams using the "graphical method"
GRAPHICAL METHOD OF CONSTRUCTING SHEAR
AND MOMENT DIAGRAMS
Graphical method for c
CIVIL ENGINEERING DEPARTEMNT KFUPM
CE 203
Mechanics of Materials
Summer Semester-143
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
LECTURE NO. 24 & 25
SHEAR STRESS IN BEAMS
Objectives:
To explain shear stress development and
resulting deformation in the straight members
To explain the "shear formula" for calculating the
shear stress () in the member
To show the variations of along
LECTURE NO. 33 & 34
TRANSFORMATION OF PLANE-STRESS COMPONENTS
USING MOHRS CIRCLE
Objectives:
To explain the procedure for constructing the
Mohr's Circle to be used for transformation of the
plane stress components
To explain, using constructed Mohr's ci
LECTURE NO. 26
SHEAR FLOW IN BUILT-UP MEMBERS
Objectives:
To explain the "shear flow (q)" along a
longitudinal axis of a beam, to which the
fasteners (e.g., nails, bolts, welds) or glue are
subjected while holding the components of a
built-up section tog
LECTURE NO. 19
SHEAR AND BENDING MOMENT DIAGRAMS
Objectives:
To explain how to draw the shear and bending
moment diagrams using the method of sections
SHEAR (V) AND MOMENT (M) DIAGRAMS
Purpose:
To know the variation of the V and M along the axis
of a me
King Fahd University of Petroleum & Minerals
CIVIL ENGINEERING DEPARTMENT
CE 203 STRUCTURAL MECHANICS I
Summer Semester 2015 (143)
HOME WORK NO. 6
Textbook Sections Covered: 8.2; 9.1 to 9.4
DUE DATE: Thursday 6th August 2015
1- A force P is applied to a b
King Fahd University of Petroleum & Minerals
CIVIL ENGINEERING DEPARTMENT
CE 203 STRUCTURAL MECHANICS I
Summer Semester 2015 (143)
HOME WORK NO. 4
Textbook Sections Covered: 6.1 6.4
DUE DATE: Wednesday, 8th July 2015
1- 1- Plot the shear force and bending
King Fahd University of Petroleum & Minerals
CIVIL ENGINEERING DEPARTMENT
CE 203 STRUCTURAL MECHANICS I
Summer Semester 2015 (143)
HOME WORK NO. 7 (Last)
Textbook Sections Covered: 12.1 to 12.3
DUE DATE: Tuesday 11th August 2015
1- For the beam shown in t
819.
The 5-kg cylinder is suspended from two equal-length
cords. The end of each cord is attached to a ring of
negligible mass, which passes along a horizontal shaft. If the
coefficient of static friction between each ring and the shaft
is ms = 0.5, deter
711. Determine the internal normal force, shear force,
and moment at points D and E in the compound beam.
Point E is located just to the left of the 10-kN concentrated
load. Assume the support at A is fixed and the connection at
B is a pin.
10 kN
2 kN/m
B
King Fahd University of Petroleum & Minerals
Department of Civil and Environmental Engineering
CE 201- Statics
Assignment 2 (Chapter 3)
(Reference: Engineering Mechanics - Statics by Hibbeler 13th Edition)
Key Solution of Assignment 2 (Chapter 3) - Term 1
.
.
.
.
.
.
.
958.
Determine the location y of the centroidal axis x - x of the
beams cross-sectional area. Neglect the size of the corner
welds at A and B for the calculation.
150 mm
15 mm
B
y
15 mm
150 mm
C
x
SOLUTION
A
'
yA = 7.5(15) (150) + 90(150) (1
1026. Determine the moment of inertia of the
composite area about the y axis.
y
150 mm 150 mm
100 mm
100 mm
x
300 mm
75 mm
1031.
Determine the moment of inertia for the beams crosssectional area about the x axis.
y
y'
x
40 mm
40 mm
x'
C
40 mm
40 mm
x
120