CIV THEORY OF STRUCTURES (2)

Slides:



Advertisements
Similar presentations
8.0 SECOND MOMENT OR MOMENT OF INERTIA OF AN AREA
Advertisements

Course Title: Strength of Materials (CVE 202)
CM 197 Mechanics of Materials Chap 8: Moments of Inertia
ME221Lecture 91 ME 221 Statics Lecture #9 Sections 9.1 – 9.6.
AERSP 301 Shear of beams (Open Cross-section)
ME 221Lecture 181 ME 221 Statics Lecture #18 Sections 9.1 – 9.6.
CTC / MTC 222 Strength of Materials
Lecture #9 Shear center.
Lecture 5-6 Beam Mechanics of Materials Laboratory Sec. 3-4 Nathan Sniadecki University of Washington Mechanics of Materials Lab.
Engineering Mechanics: Statics
Engineering Mechanics: Statics
Moment of Inertia.
Centroids Centroids Principles of EngineeringTM
Lecture #3 Torsion of opened cross sections. Loads on frame due to fuselage bending.
Centroids Principles Of Engineering © 2012 Project Lead The Way, Inc.
Problem y Determine the moment of inertia and the radius of
Problem For the 5 x 3 x -in. angle cross
Forging new generations of engineers
Centroids Centroids Principles of EngineeringTM
Lecture 40: Center of Gravity, Center of Mass and Geometric Centroid
CIV THEORY OF STRUCTURES (3)
CIV THEORY OF STRUCTURES (1) - A
Torsion of opened cross sections.
Chapter 6 Section 3,4 Bending Deformation, Strain and Stress in Beams
Pure Bending.
CIV THEORY OF STRUCTURES (3)
Flexural-Torsional Buckling
Example 6.04 SOLUTION: Determine the shear force per unit length along each edge of the upper plank. For the upper plank, Based on the spacing between.
Problem y Determine the moments of inertia of the shaded area
MOMENTS OF INERTIA FOR AREAS
Lecture Series on Strength of Materials-5
Distributed Forces: Moments of Inertia
Loads CIV THEORY OF STRUCTURES (1) - A
Distributed Forces: Centroids and Centers of Gravity
New Chapter-- Fundamentals of Dimension Determination A Combined Chapters of 4, 6, 8 and 17 Mainly use the Teaching Notes.
Supports and Reactions
Statics Dr. Aeid A. Abdulrazeg Course Code: CIVL211
Centroids Centroids Principles of EngineeringTM
4 Pure Bending.
Ch. 2: Fundamental of Structure
Structure I Course Code: ARCH 208 Dr. Aeid A. Abdulrazeg
Theory of Simple Bending
Engineering Mechanics: Statics
Example 6.04 SOLUTION: Determine the shear force per unit length along each edge of the upper plank. For the upper plank, Based on the spacing between.
Centroid 1st Moment of area 2nd Moment of area Section Modulus
Distributed Forces: Centroids and Centers of Gravity
Centroids Centroids Principles of EngineeringTM
Distributed Forces: Centroids and Centers of Gravity
Chapter 6 Bending.
ENGINEERING MECHANICS
Strength of Material Torsion Dr. Attaullah Shah.
CHAPTER 9 Moments of Inertia.
ENGINEERING MECHANICS
Centroids Centroids Principles of EngineeringTM
STATICS (ENGINEERING MECHANICS-I)
Introduction to Beams A beam is a horizontal structural member used to support loads Beams are used to support the roof and floors in buildings.
Today’s Objectives: Students will be able to:
Structure I Course Code: ARCH 208 Dr. Aeid A. Abdulrazeg
Structure I Course Code: ARCH 208 Dr. Aeid A. Abdulrazeg.
Centroids Centroids Principles of EngineeringTM
1.3 Symmetry; Graphing Key Equations; Circles
MOMENTS OF INERTIA FOR AREAS
8.0 SECOND MOMENT OR MOMENT OF INERTIA OF AN AREA
Moments of Inertia.
Problem y Determine the moments of inertia of the shaded area
QUIZ 7. What are the min number of pieces you will have to consider for determining the centroid of the area? 1 B) 2 C) 3 D) 4 8. For determining.
Forging new generations of engineers
4 Pure Bending.
Chapter 6 Centre of Gravity. Chapter 6 Centre of Gravity.
Bending Deformation of a Straight Member
Presentation transcript:

CIV 202 - THEORY OF STRUCTURES (2) Giza Higher Institute for Eng. & Tech. - Dr. M Abdel-Kader همد 202- نظرية الإنشاءات (2) (3 ساعات معتمدة) المتطلب السابق همد 201 خواص المساحات المستوية – الإجهادات المحورية – اجهادات القص )قوي القص – عزم الالتواء( – الإجهادات المركبة والأساسية . CIV 202 - Theory of Structures (2) (3 Credit Hours) Prerequisite CIV 201 Properties of plane areas – normal stresses – shear stresses (shearing force – torsional moment) – combined and principle stresses.

CIV 202 - THEORY OF STRUCTURES (2) Giza Higher Institute for Eng. & Tech. - Dr. M Abdel-Kader Properties of Areas Centroid Moments of inertia Radius of gyration Principal axes of inertia Centroids of general bodies Stresses Normal Stresses (due to normal force and bending moment) Shear Stresses (due to shear force and twisting moment) Principal Stresses

CIV 202 - THEORY OF STRUCTURES (2) Giza Higher Institute for Eng. & Tech. - Dr. M Abdel-Kader Centroid - Area: It is always a positive quantity and its dimension is a length square (mm2, cm2, m2, ...). - First moment of area about the y-axis: It is the product of the area A and the distance .

CIV 202 - THEORY OF STRUCTURES (2) Giza Higher Institute for Eng. & Tech. - Dr. M Abdel-Kader Centroid For simple symmetrical shapes (e.g.; rectangle, circle, …), the position of the centroid is obvious. For shapes having an axis of symmetry, the centroid lies on this axis of symmetry For shapes having more than axis of symmetry, the centroid lies on the intersection point of these axes of symmetry For shapes symmetric about a point, like the Z-section, the center of symmetry is the centroid.

CIV 202 - THEORY OF STRUCTURES (2) Giza Higher Institute for Eng. & Tech. - Dr. M Abdel-Kader Centroid Example: Calculate the first moment of area for the shown shape about the x-axis (bottom edge). Also, find the position of the centroid. Solution: The centroid is 32.273 mm from the bottom edge.

CIV 202 - THEORY OF STRUCTURES (2) Giza Higher Institute for Eng. & Tech. - Dr. M Abdel-Kader Centroid Example: Determine the position of the centroid of the shown area. Solution: The centroid is 8.51 cm from the left edge and 4.61 cm from the bottom edge.

CIV 202 - THEORY OF STRUCTURES (2) Giza Higher Institute for Eng. & Tech. - Dr. M Abdel-Kader Centroid Example: Determine the position of the centroid of the shown area. Solution: The centroid is 0.651 m from the bottom edge.

CIV 202 - THEORY OF STRUCTURES (2) Giza Higher Institute for Eng. & Tech. - Dr. M Abdel-Kader Centroid Example: Determine the position of the centroid of the shown steel cross-section. The properties of the channel and the angle are as given: Solution: The centroid is 8.62 cm from the left edge and 12.45 cm from the bottom edge.

Thank You CIV 202 - THEORY OF STRUCTURES (2) Giza Higher Institute for Eng. & Tech. - Dr. M Abdel-Kader Thank You Very Welcome for Questions and Feedback cadkad.com kadermoh@hotmail.com 01001212803 Facebook: Mohamed Abdel-Kader