Determine internal resultant loading | 1-22 | stress | shear force | Mechanics of materials rc hibb
Summary
TLDRThis educational video tackles problem 1-22 from 'Mechanics of Material' by RC Hibler, focusing on stress analysis. It guides viewers through calculating reactive forces at a pin and link BC of a metal structure under a 120 Newton force. The video then explains how to determine the internal loading on a cross-section at point D. Using equilibrium equations and geometrical analysis, the presenter solves for various forces and moments, offering a clear understanding of mechanics in materials.
Takeaways
- 🔧 The problem is from 'Mechanics of Material' by RC Hibler, specifically chapter 1 on stress.
- 📐 A 120 Newton force is applied to a metal structure punch, and the task is to determine the reactive forces at pin A and link BC.
- 🔍 To find the reaction force at pin A, the structure is analyzed using equilibrium equations, considering moments about point A.
- 📏 The reaction force at pin A is calculated by resolving the forces into horizontal (ax) and vertical (ay) components.
- 📐 The force in link BC (FBC) is found to be 13856 Newtons or approximately 13.86 kN using the equilibrium equations.
- 🔄 The vertical reaction force at point A (ay) is determined to be 14.89 Newtons or 1.49 kN, considering the vertical components of the forces.
- 🔄 The horizontal reaction force at point A (ax) is calculated to be 60 Newtons using the equilibrium of forces in the horizontal direction.
- 📐 The resultant reaction force at pin A is calculated using the Pythagorean theorem, yielding approximately 1.49 kN.
- 🔍 For the internal loading at cross-section D, the structure is sectioned, and a free body diagram is used to determine the normal force (ND), shear force (VD), and bending moment (MD).
- 📏 The internal loading at point D is found with ND being 120 Newtons, VD being 0 Newtons, and MD being 36 Newton-meters, indicating the forces and moments acting on the structure at that point.
Q & A
What is the force applied on the metal sturred punch handle?
-The force applied on the handle is 120 Newtons.
What are the two components of the reaction force at point B when link BC is removed?
-The two components of the reaction force at point B are the horizontal component (FBCx) and the vertical component (FBCy).
How is the angle of 30° used in determining the components of FBC?
-The angle of 30° is used to calculate the horizontal and vertical components of the reaction force FBC using trigonometric functions, specifically cosine and sine.
What is the magnitude of the reaction force FBC in the link BC?
-The magnitude of the reaction force FBC is approximately 13856 Newtons or 13.85 Kilo-Newtons when rounded.
What are the equations of equilibrium used to find the reaction forces at point A?
-The equations of equilibrium used are the sum of all forces along the y-direction and the sum of all forces along the x-direction, which must equal zero.
What is the vertical reaction force (ay) at point A?
-The vertical reaction force (ay) at point A is approximately 14.89 Newtons or 1.49 Kilo-Newtons.
What is the horizontal reaction force (ax) at point A?
-The horizontal reaction force (ax) at point A is 60 Newtons.
How is the resultant reaction force at point A calculated?
-The resultant reaction force at point A is calculated using the Pythagorean theorem by combining the horizontal and vertical components (ax and ay).
What is the internal loading acting on the cross-section at point D?
-The internal loading at point D includes the normal force (ND), shear force (VD), and bending moment (MD).
What are the values of ND, VD, and MD at point D?
-The values are ND = 120 Newtons, VD = 0 Newtons, and MD = 36 Newton-meters.
How is the bending moment (MD) at point D calculated?
-The bending moment (MD) at point D is calculated by considering the moment due to the 120 Newton force at a perpendicular distance of 0.3 meters from point D.
Outlines
🔧 Problem Introduction and Reaction Force Calculation
This paragraph introduces the problem from 'Mechanics of Material' by RC Hibler, specifically problem 1-22. The scenario involves a metal sturred punch subjected to a 120 Newton force on the handle. The task is to determine the reactive force at Pin A and link BC. The solution begins by conceptually removing link BC and pin support at Point A to identify the reaction forces FBC and the components ax and ay. The equilibrium equations are applied to find FBC, which involves calculating moments about Point A, considering the 120 Newton load and its perpendicular distance to the point of interest. The components of FBC are resolved using trigonometric functions, leading to the calculation of FBC as approximately 138.56 Newtons or 1.39 Kilo-Newtons.
📏 Calculation of Reaction Forces at Pin A
The second paragraph continues the solution by determining the vertical and horizontal components of the reaction force at Pin A, denoted as ay and ax respectively. The vertical component ay is calculated using the equilibrium of forces in the y-direction, considering the vertical component of FBC and the 120 Newton load's vertical component. The result is ay as approximately 9.56 Newtons or 1.5 Kilo-Newtons. The horizontal component ax is found by applying the equilibrium of forces in the x-direction, yielding ax as 60 Newtons. The paragraph concludes with the calculation of the resultant reaction force at Pin A using the Pythagorean theorem, which is approximately 49.1 Newtons or 1.49 Kilo-Newtons.
🛠 Internal Loading at Cross-Section D
The final paragraph addresses the second part of the problem, which is to determine the internal loading acting on the cross-section at Point D. The solution involves cutting the beam at D and analyzing the free body diagram, which includes forces and moments acting on the section. The equilibrium equations are used to calculate the normal force ND, shear force VD, and bending moment MD at Point D. ND is found to be equal to the applied load of 120 Newtons, VD is determined to be zero due to the lack of forces in the y-direction, and MD is calculated based on the moment arm and the applied load, resulting in a moment of 36 Newton-meters. The paragraph concludes with the summary of the internal loadings at Point D, which are ND, VD, and MD.
Mindmap
Keywords
💡Mechanics of Materials
💡Stress
💡Punch
💡Reaction Force
💡Equilibrium
💡Moment
💡Component
💡Internal Resultant Loading
💡Cross-Section
💡Pythagorean Theorem
Highlights
Problem 1-22 from the book 'Mechanics of Material' by RC Hibler involves a metal structure punch subjected to a force.
The force applied on the handle is 120 Newtons.
The task is to determine the reactive force at Pin A and in the short link BC.
The internal resultant loading on the cross-section at Point D through the handle arm must also be found.
By removing link BC, a reaction force FBC at point B is introduced.
Removing the pin support at Point A results in horizontal and vertical reaction forces ax and ay.
Equilibrium equations are used to calculate the reaction forces.
The moment about Point A is calculated considering the 120 Newton load and the perpendicular distance.
The FBC force has x and y components, which are resolved using trigonometric functions.
The equation FBCx * 50 = 0 is used to find the x-component of FBC.
The magnitude of FBC is calculated to be approximately 13856 Newtons or 13.85 Kilo-Newtons.
The vertical component of the reaction force at Point A (ay) is found using the equilibrium of forces in the y-direction.
The horizontal component of the reaction force at Point A (ax) is determined to be 60 Newtons.
The resultant reactive force at Pin A is calculated using the Pythagorean theorem.
The internal loading at Point D is determined by cutting the beam and drawing a free body diagram.
The normal force (ND) at Point D is found to be equal to the applied load of 120 Newtons.
The shear force (VD) at Point D is calculated to be zero.
The bending moment (MD) at Point D is determined using the equilibrium of moments about Point D.
The internal loading at Point D consists of ND, VD, and MD.
The video concludes with a summary of the problem's solution and an invitation for viewers to subscribe and engage.
Transcripts
welcome back in this video we are going
to solve problem 1-22 that is taken from
chapter number one stress and the book
name is mechanics of material by RC
hibler so statement is the metal sturred
punch is subjected to force of 120
newton on the handle determine the
magnitude of reactive Force at Pin a and
in short link BC also determine the
internal resultant loading acting on the
cross-section passing through handle arm
at D so you can can see 120 newton load
is applied on handle and we have to find
the reaction force at the pin as well as
in link BC and then at Point D we have
to find the internal loading so let's
start with the solution so first step is
that if you remove this uh Link at Point
uh if you remove this link BC so there
will be a reaction force at point B let
this uh Force force is
FBC and if you remove this pin support
at Point a so you will be having a
reaction force horizontal which is ax
and there will be a vertical reaction
force which is represented as ay now you
can find the uh this reaction force by
using equation of equilibrium so first
equation of equilibrium is that sum of
all for sum of all movements about point
a is equal to zero and taking the
counterclockwise mement as positive so
from here you can see that this this
angle is 60° clear this angle is 60° so
this will be
30° and if I draw line like this so This
angle will be also 30° now FBC have two
uh two component one is this x component
and other is this y component clear so
we can also represent this component
like this this will be
FBC y component and this will be
FBC X component okay so about point a
the one moment is produced due to this
120 newton load and perpendicular
distance is 500 mm and that is 0.5 M and
this will produce clockwise rotation so
it will be negative so I will write it
first
120 into
500 and that is negative the second
moment is produced due to this component
of fbcx component there and
perpendicular distance is you can see
that is 50 mm and this is producing
clockwise movement so it will be
positive the vertical component is
passing through a is not producing M so
I will write plus FB C into x
* 50 is equal to 0 so - 120 into
500 and FBC FB CX is equal to FBC into
COS of 30° FBC into COS of 30° * by 50
is equal to0 so from here you will get
this FBC will be equal to
13856 Newton or you can say
138 we will get if you round it
1.39 Kil Newton so this is the value of
FBC so in first uh part we have find out
the for magnitude of force in short link
BC which is FBC now we'll move toward
finding ax and a y for that we will
apply equation of equili that sum of all
forces along y direction must be equal
to zero and upward force is taken as
positive so you can see vertically we
have this one force a y clear the second
one is this Force FB BC and we will take
the uh vertical component of this so let
me first Define the vertical component
if I draw a vertical line over here so
you can see this angle is 30°
how this line is perpend okay you can
see that the angle between these two
line is 30° and this line is
perpendicular to this clear and this
vertical line is perpendicular to this
line so the angle between these two will
be also 30° so now this 120 will have
two component one is this
component and other one is this
component so this component is equal to
120 120 into s of 30° and this component
will be 120 into COS of
30° so now you can see this is the
vertical Force this is the vertical
force and this is the vertical force and
their sum must be equal to zero so I
will write minus FBC FBC is
13856 plus a y which is upward minus
this component which is 120 into
COS of 30° their sum must be equal to
zero so from here when you calculate it
you will get a y will be equal to 14 8
9.56 Newton R you can see
1.5 Kil
newon so this is the vertical component
of reaction force at Point a now we'll F
find this ax by using another equation
of equilibrium that sum of all forces
along X direction must be equal to zero
and force in this direction is taken as
positive so you can see we have one
force which is ax and other one is this
component there some must be equal to 0
so I will write - a
x + 1 2 0 into s of 30 is De is equal to
0 so from here here you will get ax will
be equal to 60
Newton so this is the answer of our
first part in which we have been asked
to determine the magnitude of reactive
Force at Pin a and short link BC now the
resultant of this horizontal and
vertical force will be can be obtained
by using Pythagoras Theorem and let this
is reaction force a r f a
so we can find this fa a reactive Force
at Pin a will be equal to ax² + a y²
under the root so put the value ax is 60
s + a y is 14 8
9.56 squ Under The Root so here when you
calculate it will be
491 Newton or you can see that Force at
Point a will be equal to
1.49 Kil
newon okay now in second part we have
been asked to determine the internal
loading acting on cross-section passing
through handle arm at D so for that we
will cut the beam over here at D and we
will draw the pre body diagram so pre
body diagram will be like this one so
let this is
the handle
portion okay and then you
have let me correct
it and then at Point D so D is sorry
this one D is this one so when you cut
it you will get it like
this okay so here you can see you
have 120 newton
force that is acting perpendicular to
this
surface 120
nton and at Point D when you cut it you
will be having a share Force which is
this is point D which is equal to VD you
will be having a normal force which is
equal to n d and you will be having a
moment which is equal to MD so how you
will get the distance between this and
the point of application of 120 load is
given as 300
mm now you can see we have to change the
coordinates so what we will te is that
we will take this x coordinate in this
direction because here we have normal
load and the share force will be in this
direction this is Y dash so we will
apply equation of equilibrium that first
equation of equilibrium is that sum of
all forces along x d must be equal to
zero and force in this direction is
taken as positive so you can see one
force is this one which is n d and the
second Force which is this one
their sum must be equal to zero so I
will write n d - 120 is equal to0 so n d
will be equal
to 120
newton now we'll find the
second force that is VD so for that
we'll apply equation of equum that sum
of all forces along y Das direction must
must be equal to zero and force in this
direction is taken as positive so you
can see along this we have one force is
VD and there is no other Force so it
means that only VD so VD is equal to
zero okay we'll find this moment MD by
using equation of equilibrium that sum
of all Ms about Point D is equal to zero
and taking the counterclockwise mement
as positive so about this point d one
moment is this MD which is
counterclockwise so it will be positive
the second M will be at Point D will be
due to this 120 and perpendicular
distance is this one which in meter is
0.3 and this is producing clockwise so
it will be negative so I will write MD -
120 into perpendicular distance is 0.3 m
is equal to zero so when you calculate
it you will get M about Point D comes
out out to be 36 Newton into
M so these are ND VD and MD are internal
loading at Point D and that is the
answer of our second part and this was
all about this problem 1-22 I hope you
have enjoyed this video and you have
learned from it those who are new to my
channel then I will request them to
subscribe it and don't forget to press
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section thank you for
watching
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