páginas desdesolucionario diseño de maquinaria p1
DESCRIPTION
problema 1TRANSCRIPT
DESIGN OF MACHINERY SOLUTION MANUAL 10-5-1
Rectangular prism: ma := a·b·c·p
ma ( 2 2)+ b
ma ( 2lay := 12· a
2)e
r r
d 1 1 1
e
1
JiS PROBLEM 10-5
Statement: Figure P l 0-l shows a bracket made of steel.a. Find the location of its centroid referred to point B.b. Find its mass moment of inertia /:a about the x axis through point B.
c. Find its mass moment of inertia lyy about the y axis through point B.
Given: Dimensions in the figures below. Density: p := 7800kg·m-3
Solution: See Figure PI0-1 and Mathcad file P1005.
1. Divide the bracket into five volumes, find the location ofthe CG and the mass moments for each ofthem and then add the results to get the CG and mass moments for the entire bracket.
i := 1,2.. 5
2. Volume 1 is the rectangular prism with two negative cylinders shown below.
Dimensions:
a:= 64·mm
b := 38-
mme:= l9·mm
a ---------¡t y !
! I 1··---iT r-(
"'+/ J - -4-- + l
d := 20-mm
X
e:= l9·mm
r:= 5·mm
Determine the location ofthe CG in global coordinates.
z 1 .· :1 1 . i
i "--+ /
L_ L_t- -ª -+--! ,
Xcgt := 2 Xcg 1
= 9.500mm Zcg1 :=O-mm
b 2a·b·- - 2·1t·r ·d2
Ycg1 := -----a·b - 2·1t·r
-- d
2
Ycg1 = -1.069mm
Determine the volume and mass ofthis segment.2 4 3
V 1
:= a·b·c - 2·1t·r
·eV
1 = 4.322 x 10 mm M
1 := p·V
1M = 0.337kg
Determine the mass moments about the local axes through the CGs.
fax := 12· a
ma = 0.360kg
fax= l.664 x
lay= 1.339 x
-4 210 kg·m
-4 210 kg·m
DESIGN OF MACHINERY SOLUTION MANUAL 10-5-2
+a
1ma { 2 2) - 5 2
:=-· b12
faz= 5.421 x 10 kg·m
2 2)
2 2)
=
2
=
DESIGN OF MACHINERY
1
SOLUTION MANUAL 10-5-3
1
z
a
l¡
1
11
Cylinder (one): mb :=2
-n·r ·C·p mb = -O.Ol2kg
2mb·r - 7 2
lbx:=--2
mb {lby := -·3·r +e
12
mb {lbz := -·3·r + e
12
lbx = -1.455 x 10 kg·m
- 7 2lby -4.229 X 10 kg·m
- 7 2lbz = -4.229 x 10 kgm
Determine the mass moments about the global axes.2 2 2 -4 2
l.u1 := lax + ma{(Ycg
1)+ {Zcg1) ] + 2.(fbx +
mb·e )
/_u] = 1.58) X 10 kg·m
2I.w I := lay + ma{( Xcg
1)
+ (Zcg 1) J + 2 .[fby +
mbür]IY.Y 1
-4 21.634 x 10 kgm
2Jzz 1 :=faz+ m0{(xcg1)
2+ {Ycg1) ] +
2·(1bz)
/zz 1 = 8.631 x- 5
kg·m2
3. Volume 2 is the bendjust above segment 1. lt is a quarter hollow cylinder with dimensions shown below.
Dimensions: e ·1a:= 13·mm
b := 32·mm y / \J r J1
e:= 64·mm *Y,..d := 18·mm i
e:= 32·mm
J-1z 1
1
. .1
e
Determine the location ofthe CG in global coordinates.
4 b3 - ª3 Xcg := e - -·---
2 3·1t b2 -Xcg
2 = 16.825 mm
4 b3 - ª3 Ycg := d + -
·--- 2 3·1t b22
-aYcg
2= 33.175 mm
Determine the volume and mass of this segment.
2 2
1t·b
DESIGN OF MACHINERY SOLUTION MANUAL 10-5-4
2
·C - 1t·a ·Cv2 := 4 M
= 0.335kg
Determine the mass moments about the local axes noted on the drawing of the segment.
lx:= M2 (3·a
2 + 3·b
2 2) lx = 2.144 x -4 2kg·m
-· +e 1012
L . _ty
3
1
=
1
DESIGN OF MACHINERY SOLUTION MANUAL 10-5-5
ly:= M2 (3·a
2 + 3·b
2 2) fy = 2.144 X -4 2kg·m
-· +e12
M2 ( 2 2)lz:=-· a + b
2
10
-4 2lz = 2.000 x 10 kg·m
Detennine the mass moments about the global axes.
2Iwl :=lay+ Mfe
2
-4 2Ixx2 = 3.230 x 10 kg·m
-4 2Iw
1 = 4.771 x 10 kg·m
-4 2lzz 1 := laz + M2.
{d
+ /)
Izz 1 = 5.061 x 10 kg·m
4. Volume 3 is a rectangular prism with dimensions shown below.
Dimensions: 1· a
------··---·- ---·-·-·---------"1
a:= 64·mm
b := 19·mm
.-- -1
1_J
e:= 38·mm1
d := 40.5·mm
e:= 51·mm
z 1
Determine the location ofthe CG in global coordinates.
Xcg 3 :=e
Zcg3
:= O·mm
Xcg3 = 51.000 mm Ycg := d
Ycg3
= 40.500mm
Detennine the volume and mass ofthis segment.4 3
v3 := a·b·c v3 = 4.621X10 mm M3 := p·V3
Detennine the mass moments about the local axes through the CGs.
-4 2lx = 1.339 x 10 kg·m
-4 2/y = 1.664 X 10 kg· m
M 3 = 0.360kg
lz = 5.421 x
Detennine the mass moments about the global axes.
-5kg·m
2
-4 2Ixx3 7.250 x 10 kg·m
DESIGN OF SOLUTION MANUAL 10-
2 2 - 2
1
1
4
2
2 2)
Iw3 := Iy + M 3 {(xcg3)
+ (Zcg3)
]
J_w3
= 1.104 x 10 kg·m
2Izz 3 := lz + M 3{(xcg3)
2+ (Ycg3) ]
lzz = 5.061 x-4
kg·m 2
1
5. Volume 4 is a half cylinder with dimensions shown below.
Dimensions:
a:= l9·mm
b :=
40.5·mm e:=
10·mm r:=
32·mm
X
c----------<-i
------.a
_l
Determine the location ofthe CG in global coordinates .
4·rXcg :=c+-
4 3·1t
Zcg4 :=O-mm
Xcg = 83.581 mm Ycg3
= 40.500 mm
Determine the volume and mass ofthis segment.
x·r2
4 3
V4
:=a·-- V4
= 3.056 x 10 mm M 4 := p· V
4
M 4
= 0.238kg
Determine the mass moments about the local axes ofthe segment.
- 5 2lx = 6.820 x 10 kg·m
M4 2ly:=-·r
2
M4 (lz:= -·3·r +a
12
-4 2fy = 1.221 X 10 kgm
- 5 2lz = 6.820 x 10 kg·m
DESIGN OF SOLUTION MANUAL 10-
2 2 - 2Determine the mass moments about the global axes.
DESIGN OF SOLUTION MANUAL 10-
2 2 - 2
21
5
Ixx4 := lx + M4{(Ycg4)
+ (zcg4)
]
Ixx4 = 4.592 x 10 kg·m
2Iw4 := Iy+ M 4{(xcg4)
2
+ (Zcg4)
]
2
Iw4
Izz
= l.787 x
= 2.124 x
-3kg· m
2
-3kg·m
2
Izz4 := lz + M 4{(
Xcg4)
+ (Ycg4) ] 4 10
6. Volume 5 is a negative cylinder with dirnensions shown below.
Dimensions:
r a:= 10·mm
b :=
40.5·mm e:=
19·mm r:=
13·mm
z
Determine the location of the CG in global coordinates.
---.-1 ,_J j
Zcg 5 :=
O·mm
Xcg 5 = 70.000 mm Ycg = 40.500 mm
Determine the volume and mass ofthis segment.
2V 5 := c·n·r
4 3
V 5 = 1.009 x 10 mm M 5 := -p· V 5 M 5 = -0.079 kg
Determine the mass moments about the local axes ofthe segment.
M5 ( 2 2) -6 2
lx:= -·3-r +e
12
M5 2
ly:=-·r2
DESIGN OF SOLUTION MANUAL 10-
2 2 - 2lx = -5.691 x 10kg·m -6 2
fy = -6.649 X 10 kg·m
lz := M5 .(3.r2 +
/)12
lz = -5.691 x-6 2
10 kg·m
DESIGN OF SOLUTION MANUAL 10-
25
1
=
l
l
1
1
Determine the mass moments about the global axes.
2Ixx 5 := lx + M 5 {(Ycg5) + (Zcg5)
]Ixx = -1.348 x
-4kg·m
2
Iyys := Iy + Ms{( Xcgs)2 +
(Zcgs)2]Iyy
5= -3.922 x
-4 kg·m
2
2Izz5 := lz + M 5 {(xcg5)
2+ (Ycg5) ]
-4 2lzz
5-5.203 x 10 kg·m
a. Find the location ofits centroid referred to point B.
L""."J' Xcg. ·M.
LY.Jcg.·M.
Xcg = 34.919mm
YCg = 26.688 mm
Zcg = 0.000 mm
b. Find its mass moment of inertia lxx about the X axis through point B.
Ixx = l.531 x
c. Find its mass moment ofinertia lyy about the Y axis through point B.
-3kg·m
2
lyy:= L Iyyi
fyy = 2.976 X
-3kg·m
2