1. For a publicity stunt to promote a popular children’s TV show, an entertainment company’s engineers must design a static hoist to suspend Bernard the.

Slides:



Advertisements
Similar presentations
The Howe Bridge truss is subjected to the loading shown
Advertisements

FE Review Statics Spring 2013.
Equilibrium of a Rigid Body
Calculating Truss Forces
FE/Graduate Seminar Review Examples
ENGR-1100 Introduction to Engineering Analysis
1. For a publicity stunt to promote a popular children’s TV show, an entertainment company’s engineers must design a static hoist to suspend Bernard the.
ME221Lecture #301 ME 221 Statics Lecture #30 Sections 6.6 – 6.7 & Exam 3 Review.
ME221Lecture #161 ME 221 Statics Lecture #16 Sections 6.6 – 6.7 Final Exam Review.
ME221Lecture 151 ME 221 Statics Lecture #15b Sections 6.1 – 6.4.
ENGR-1100 Introduction to Engineering Analysis
Statics - Review Important Principles of Statics used in Mechanics of Materials External Forces (or Loads) Concentrated Force – applied to a point on a.
Engineering Mechanics: Statics
Bending Shear and Moment Diagram, Graphical method to construct shear
Section 6 Newton’s 2nd Law:
MOMENTS Created by The North Carolina School of Science and Math.The North Carolina School of Science and Math Copyright North Carolina Department.
6.5 Space Trusses A space truss consists of members joined together at their ends to form a stable 3D structure The simplest space truss is a tetrahedron,
MECHANICS OF MATERIALS Fourth Edition Ferdinand P. Beer E. Russell Johnston, Jr. John T. DeWolf Lecture Notes: J. Walt Oler Texas Tech University CHAPTER.
Centroids and Centers of Gravity
Engineering Mechanics: Statics
RIGID BODY EQUILIBRIUM IN 3-D (Sections 5.5 – 5.7)
Overview of Mechanical Engineering for Non-MEs Part 2: Mechanics of Materials 6 Introduction – Concept of Stress.
PROBLEM-1 Using graphical method, draw the shear and bending moment diagrams for the beam shown in the figure. Determine the absolute maximum bending.
Static Analysis Static Analysis, Internal Forces, Stresses: Normal and Shear 1.
 2005 Pearson Education South Asia Pte Ltd TUTORIAL-3 : BENDING 1 Using graphical method, draw the shear and bending moment diagrams for the beam shown.
60 kN 100 kN 130 kN Q.1 Determine the magnitude, sense, and direction of the resultant of the concurrent force system below
Calculating Truss Forces
EQUILIBRIUM OF A RIGID BODY & FREE-BODY DIAGRAMS Objectives: a) Identify support reactions, and, b) Draw a free-body diagram.
MECHANICS OF MATERIALS Fifth SI Edition Ferdinand P. Beer E. Russell Johnston, Jr. John T. DeWolf David F. Mazurek Lecture Notes: J. Walt Oler Texas Tech.
PRESENTED BY Prof. Hanuamanth Raj Department of Mechanical Engineering, Sahaydri College of Engineering, Adyar Mangalore SHEAR FORCE AND BENDING MOMENT.
Problem lb/ft For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the magnitude and location of the.
Free Body Diagram (FBD)
ANALYSIS OF STRUCTURES
Structures and Machines
Introduction – Concept of Stress
EQUATIONS OF EQUILIBRIUM & TWO- AND THREE-FORCE MEMEBERS
Concept of Stress.
Today’s Objective: Students will be able to:
FRAMES AND MACHINES Today’s Objectives: Students will be able to:
EQUATIONS OF EQUILIBRIUM & TWO- AND THREE-FORCE MEMEBERS
EQUATIONS OF EQUILIBRIUM & TWO- AND THREE-FORCE MEMEBERS
ENGR-1100 Introduction to Engineering Analysis
Truss Calculations with MD Solids
Introduction – Concept of Stress
Chapter 7 FORCES IN BEAMS AND CABLES
Free Body Diagram (FBD)
Today’s Objective: Students will be able to:
Problem-1 A two member frame is supported by the two pin supports at A and D as shown. The beam AB is subjected to a load of 4 kN at its free end. Draw.
TUTORIAL 2.
ENGINEERING MECHANICS
TUTORIAL centroid & M.I.
Equilibrium Of a Rigid Body.
Mid Exam II Revision.
Equilibrium Of a Rigid Body.
TUTORIAL 3.
Equilibrium Of a Rigid Body.
Truss Calculations with MD Solids
Forces, Moment, Equilibrium and Trusses
Internal Forces.
MID-EXAM I Revision.
Concept of Stress.
Revision.
Equilibrium Of a Rigid Body.
TUTORIAL 2.
Copyright © 2010 Pearson Education South Asia Pte Ltd
Engineering Mechanics: Statics
Revision.
TUTORIAL 2.
Low 39% High 112% Average 82% Mode 67%
Presentation transcript:

1. For a publicity stunt to promote a popular children’s TV show, an entertainment company’s engineers must design a static hoist to suspend Bernard the Boisterous Elephant 20-ft in the air. Determine the tension that cables AO, BO, and CO must be able to withstand to keep 250-lb Bernard from falling down onto his adoring crowd. (0,-4,3) (4.5,6,10) CO BO (-2,0,0) AO 250 lb

2. Determine the force in AB, BE and DE and indicate whether the members are in tension or compression. 400 N 3 m 800 N 400 N A B C D E CD 26.565° CB 800 N DE = 800 N T DB = 800 N C DE CD = 800 N DB DB = 800 N CB = 894.4 N BE 26.565° 26.565° 26.565° AB

3. Draw the shear and moment diagrams for the beam 3. Draw the shear and moment diagrams for the beam. Please notice that the support reactions are given. w = 300 lb/ft 180 ft lb 9 ft 4.5 ft 430 lb 920 lb V (lb) 430 M 5.079 -920 x V M (ft lb) 430 1456 -180

4. Given that the tension in cables BC and BD are 5 kN each, find the applied load P at the end of the pipe. (-2,0,3) 5 kN (2,0,3) 5 kN (0,1,1) Az P Ay Ax Ax = 0 Ay = 3.33 kN Az = -4.849 kN

5. Determine the smallest lever force P needed to prevent the wheel from rotating if it is subjected to a torque M = 500 Nm. The coefficient of static friction between the belt and the wheel is µs = 0.4. The wheel is pin-connected at its center, B. Ay By Bx Ax 500 Nm T1 T2 T2 P

6. Determine the x and y coordinates of the centroid of the shaded area shown below. Dimensions are in mm. [Hint: It is necessary to determine the point where the line and parabola intersect.] 20 mm

7. The gate shown is 8 m wide. Determine the reaction at the smooth support at A and the reactions at the pin at B. Water has density of 1.0 Mg/m3. w = 392.4 kN/m By Bx w = 706.3 kN/m Ay

8. Given that Ixy = -12.96 X 106 mm4 determine the principal moments of inertia of the shaded area with respect to the centroidal x-y axes. Also specify the angle from the x-axis to the maximum principal moment of inertia. Maximum Principal Axis 8.7°