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Top school in noida

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Page 1: Top school in noida

Top School in Noida

By:

school.edhole.com

Page 2: Top school in noida

ME221 Lecture 14 2

ME 221 Statics

Lecture #14

Sections 7.1 – 7.4

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Page 3: Top school in noida

ME221 Lecture 14 3

Homework #6• Chapter 7 problems:

– 6, 19 & 26

• Chapter 6 problems– 3 & 6– Due Monday, June 28

• MatLab Group Problems– 7.19, 7.26 & 6.15 – Due Monday, June 28

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Page 4: Top school in noida

ME221 Lecture 14 4

Quiz #6Friday, June 25

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Page 5: Top school in noida

ME221 Lecture 14 5

Chapter 7:Internal Forces in Structures

• Review internal/external forces

• How to find internal forces

• Sample problems

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Page 6: Top school in noida

ME221 Lecture 14 6

External/Internal Forces• External forces arise from contact or

gravitational attraction– Point and distributed loading

– Weight

• Internal forces are forces arising to hold bodies together– Internal stress is a form of an internal force

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Page 7: Top school in noida

ME221 Lecture 14 7

Exposing Internal Forces• To analyze the stress at a given location in a

part, we need to know the forces at that particular section.

100 lb

a a

b b

c cAt any given section a-a, b-b, orc-c, there is an internal force arisingfrom the 100 lb external force.

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Page 8: Top school in noida

ME221 Lecture 14 8

Method for Finding Internal Forces• Determine reaction forces

100 lb 100 lb

Ay=100 lb

Ax=0

Mz=0

– Use equilibrium equations• Section and solve second equilibrium

problem to find internal forces

a a

100 lb

Fy

Fx

Mz

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Page 9: Top school in noida

ME221 Lecture 14 9

General Internal Forces• In general, there is a force and moment

component for each coordinate direction at a given section

– 6 possible unknowns

Sample problems:

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Page 10: Top school in noida

ME221 Lecture 14 10

Example:

Determine the internal forces and moments in the bar built into the foundation as shown in the figure.

x

y

z

O

l

h

P

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Page 11: Top school in noida

ME221 Lecture 14 11

(l-x)P

x

y

z

O

l

h

P

x R

M

pr

kPixlMM

kPRF

ˆx ˆ)(0

ˆ0

jxlPM

kPR

ˆ)(

ˆ

Horizontal Portion

school.edhole.com

Page 12: Top school in noida

ME221 Lecture 14 12

x

y

z

O

l

h

P

y

R

M

l

(h-y)

P

jyhilrp ˆ)(ˆ

iyhPjPlM

kPR

ˆ)(ˆ

ˆ

Vertical Portion

school.edhole.com

Page 13: Top school in noida

ME221 Lecture 14 13

Shear and Bending Diagrams (Secs. 7.3, 7.4)

• Topic is also called transversely loaded beams

• Beam classifications and boundary conditions

• Internal forces and the components’ specific rolls

• Relation between shear and bending

• Generation of shear and bending diagrams

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Page 14: Top school in noida

ME221 Lecture 14 14

Types of Beams by Supports• Transversely loaded beams have several

standard configurations• Determinate beams have the same number

of reactions as nontrivial equilibrium eqns.IndeterminateDeterminate

Simple

Overhanging

Cantileverschool.edhole.com

Page 15: Top school in noida

ME221 Lecture 14 15

Internal Force Component Rolls• Force components

• Moment components

– Axial is along beamP

– Shearing forces are transverse componentsVy

Vz

– Torsion along beam T

– Bending for transverse components

My

Mz

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Page 16: Top school in noida

ME221 Lecture 14 16

Shear and Moment Diagrams

-Sectioning Method

-Integration

-Singularity Functions

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Page 17: Top school in noida

ME221 Lecture 14 17

What is expected for shear and bending diagrams?

1. Show FBD and statics for each section

2. Determine equation for V(x) and M(x)

3. Draw shear and bending diagrams indicating linear or parabolic

4. Label end points of diagram as well as every region endpoint

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Page 18: Top school in noida

ME221 Lecture 14 18

Generate a shear / bending diagram as follows:

2. Take a section on each side of an applied force or moment and inside a distributed load

(take a new section whenever there is a change in the load or shape of the beam)

- draw a FBD and sum forces / moments3. Repeat 2 along the length of the beam.

1. Find reaction forces

w(x) distributed load

V(x) shear force

M(x) moment

Shear and Moment Diagrams using Sectioning Method

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Page 19: Top school in noida

ME221 Lecture 14 19

V

M

V

M

Sign Convention

Positive Shear and Positive Moment

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Page 20: Top school in noida

ME221 Lecture 14 20

Positive Shear

M M

Positive Moment

Effect of External Forces

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Page 21: Top school in noida

ME221 Lecture 14 21

20 lb/in 125 lb 125 lb

9 in. 12 in. 12 in. 12in.

V

x

M

x-ve

tension up

+ve

Tension downschool.edhole.com


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