M.S.Rahman
Department of Civil Engineering
North Carolina State University
Introduction
Matter & Motion:
Matter and motion are the essential ingredients of the universe.
Give me matter and motion and I will construct the universe!
(Rene Descartes 17th c
Answer Sheet of Take-Home Proficiency Test/CE 313-002/Spring 2012
NAME _ ROW _
Answer to Problem 1
Answer to Problem 2
Answer to Problem 3
(i) A = _.
(ii) h = _.
(iii)a = _.
(iv)Slope = _.
(v) (xA, yA) = _.
(vi)= _ .
(vii)
Ix = _.
(viii)
FBC = _;
(ix)FCF
Background Needed for CE 313: Mechanics of Solids
To learn concepts in Mechanics of Solids a student should be proficient in the following
Statics and Mathematics concepts
Statics
1.
2.
3.
4.
5.
6.
7.
Forces, moments, resultant of forces and components of
Course description
CE 313 - Mechanics of Solids
Elementary analysis of deformable solids subjected to force
systems. Concepts of stress and strain; one, two and threedimensional stress-strain relationships for the linear elastic solid.
Statically determin
CE 313 Mechanics of Solids
Section 001, Spring 2012
Class Periods: T & Th: 10:15-11:30 am
Class room: MN 323
Instructor:
M Shamim Rahman
Professor
Office: Mann Hall 408
email: rahman@ncsu.edu; phone: 515-7633
Office Hours:
T, Th 3:00-4:00 pm (or other tim
CE 313 Mechanics of Materials
Spring 2016
Test 1
50 minutes
Name 5964-2467 Row
Solve each of the THREE questions/problems in a neat and orderly fashion. SHOW ALL YOUR WORK
ONLY ON THE FRONT OF EACH PAGE. Credit for unexplained or difcult-to-follow work
CE 313 Mechanics of Materials
Spring 2016
Test 2
50 minutes
Name 5&1L79n _R0W_._.
Solve each of the THREE questions/problems in a neat and orderly fashion. SHOW ALL YOUR WORK
ONLY ON THE FRONT OF EACH PAGE. Credit for unexplained or difcult-to-follow work
CE 313 Mechanics of Solids
Fall 2015
Dr. Bobko
50 minutes
Test 1 version a
Name: _ Row: _
Solve each of the following questions/problems in a neat and orderly fashion. SHOW ALL
WORK, USING ONLY THE FRONT OF EACH PAGE. Credit for unexplained or difficult t
CE 313 Mechanics of Solids
Spring 2016
Study Guide for Test 2 on Friday April 1
Test Problems:
The test will have three problems as follows:
Problem 1 will be a beam analysis/design problem based on the material we covered in Chapters 5 and 6.
This proble
CE 313 Mechanics of Solids
Spring 2016, Section 003
11:45-12:35 MWF, 301 Mann Hall
Instructor:
Vivek Samu
407 Mann Hall, vsamu@ncsu.edu
Office Hours:
Monday, 1:00 to 2:30 pm and Wednesday 10:30-11:45 am.
There will beoccasions, however, when I cannot keep
32
CHAPTER 1
Tension, Compression, and Shear
Problem 1.6-10 A flexible connection consisting of rubber pads (thickness t 9 mm) bonded to steel plates is shown in the figure. The pads are 160 mm long and 80 mm wide. (a) Find the average shear strai
2
Axially Loaded Numbers
Changes in Lengths of Axially Loaded Members
Problem 2.2-1 The T-shaped arm ABC shown in the figure lies in a vertical plane and pivots about a horizontal pin at A. The arm has constant cross-sectional area and total weight
80
CHAPTER 2
Axially Loaded Numbers
Problem 2.3-8 A bar ABC of length L consists of two parts of equal lengths but different diameters (see figure). Segment AB has diameter d1 100 mm and segment BC has diameter d2 60 mm. Both segments have length
106
CHAPTER 2
Axially Loaded Numbers
Problem 2.5-3 A rigid bar of weight W 750 lb hangs from three equally spaced wires, two of steel and one of aluminum (see figure). The diameter of the wires is 1/8 in. Before they were loaded, all three wires h
122
CHAPTER 2
Axially Loaded Numbers
Stresses on Inclined Sections
Problem 2.6-1 A steel bar of rectangular cross section (1.5 in. 2.0 in.) carries a tensile load P (see figure). The allowable stresses in tension and shear are 15,000 psi and 7,000