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Statics Review Presentation Tough Problems from Chapter 3 and 5!!

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Statics Review Presentation Tough Problems from Chapter 3 and 5!! 3-56 FBD +x +y +z FW 6m 4m 6m 12m 4m 6m 4m FB FC FD Force vectors Books Approach: Or Use ... – PowerPoint PPT presentation

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Title: Statics Review Presentation Tough Problems from Chapter 3 and 5!!


1
Statics Review PresentationTough Problems from
Chapter 3 and 5!!
2
3-56
3
FBD
FW
z
6m
4m
FD
12m
FC
6m
4m
y
4m
FB
6m
x
4
Force vectors Books Approach
5
Or Use Professor Robert Michaels Table Method
Force dx dy dz d FX(dx/d)F FY(dy/d)F FZ(dz/d)F
FB 4 -6 -12 14 0.286FB -0.429FB -0.857FB
FC -6 -4 -12 14 -0.429FC -0.286FC -0.857FC
FD -4 6 -12 14 -0.286FD 0.429FD -0.857FD
FW 0 0 0 0 0 0 (150kg)(9.8m/s2)1472N
6
Sum The Forces
  • ?Fx0
  • 00.286FB-0.429FC-0.286FD
  • ?Fy0
  • 0-0.429FB-0.286FC0.429FD
  • ?Fz0
  • 0-0.857FB-0.857FC-0.857FD1472
  • Solution
  • ?Fx0
  • 00.286FB-0.429FC-0.286FD
  • 0.286FD0.286FB-0.429FC
  • FDFB-1.5FC

7
Solution Continued
  • ?Fy0
  • 0-0.429FB-0.286FC0.429FD
  • 0-0.429FB-0.286FC0.429(FB-1.5FC)
  • 0-0.429FB-0.286FC0.429FB-0.644FC
  • 0-0.93FC
  • FC0
  • ?Fz0
  • 0-0.857FB-0.857FC-0.857FD1472
  • 0-0.857FB-0.857(FB-1.5FC)-0.857FC1,472
  • 0-0.857FB-0.857FB1,472
  • 1.71FB1,472
  • FB860.8N
  • FDFB-1.5FC
  • FDFB860.8N

8
3-42
9
FBD
TC
TD
2.83m
2.00m
2.00m
100N/m
 
2.00m
2.00m
2FW
Use 2FW because there Are two cylinders
10
Solution
  • First Find ?
  • ?tan-1 (2/2)
  • ?45o
  • Sum Forces
  • ?Fx 0
  • -TC(cos45o)TD(cos45o)0
  • TCTD
  • ?Fy0
  • TD(sin45o)TC(sin45o)-2FW0

11
Determine TC and TD
  • TDTC
  • When the load is applied the distance is 2.83m
  • With no load the distance is

2.83m
2.50m
1.50m
2.00m
12
Final Solution
  • Spring Force Equation
  • Fs(spring constant)x(distance)
  • Figure out Tension TD TC
  • TCTD(100N/m)(2.83m-2.50m)32.8N
  • Sum of Forces in Y
  • ?Fy0 FWmg
  • 0TD(sin45o)TC(sin45o)-2mg
  • 046.4-2(9.81)m
  • m2.36kg

13
3D Rigid Body Equilibrium (Chapter 5)
14
FBD
5-68
Object Axis Force/Moments Distance
Z
AZ
A
BZ
AX
0.1m
BX
y
x
B
FM
0.6m
0.5m
0.1m
0.2m
FP
0.1m
15
Sum of Forces
  • FM75(9.81)735
  • ?Fx0
  • 0AXFP-BX
  • ?Fy0
  • 0AY
  • ?Fz0
  • 0AZBZ-735
  • Moments About B
  • ?MBX0
  • 0-1.1AZ(735)(0.5)
  • ?MBY0
  • 0 (735)(0.1)-0.2FP
  • ?MBZ0

16
Solution
  • ?MBY0
  • 0 (735)(0.1)-0.2FP
  • 0.2FP73.5
  • FP367.5
  • ?MBZ0
  • 01.1AX-0.2FP
  • 0 1.1AX-0.2(367.5)
  • 1.1AX73.5
  • AX66.8
  • ?Fx0
  • 0AXFP-BX
  • 66.8367.5BX
  • BX434.3
  • ?MBX0
  • 0-1.1AZ(735)(0.5)
  • 1.1AZ367.5

AX66.8N AY0N AZ334.1N BX434.4 BZ400.9 FP367.
5N
17
5-71
18
FBD
Z
1ft
AZ
1ft
1ft
AY
Ax
A
FCD
EZ
E
1ft
EX
Y
1.5ft
X
FW250lb
19
Sum forces and Moments About A
  • ?Fx0
  • 0AXEX
  • ?Fy0
  • 0AY
  • ?Fz0
  • 0AZEZ-FDC-250
  • ?Mx0
  • 0-3(250)2EZ-FDC
  • ?My0
  • 1.5(250)-FDC
  • ?Mz0
  • 0-2EX
  • 0EX

20
Solution
  • ?My0
  • 1.5(250)-FDC
  • FDC375lbs
  • ?Mx0
  • 0-3(250)2EZ-FDC
  • 0-7502EZ-375
  • 11252EZ
  • 562.5lbEZ

21
Solution Continued
  • ?Fx0
  • 0AXEX
  • 0AX0
  • AX0
  • ?Fz0
  • 0AZEZ-FDC-250
  • 0AZ562.5-375-250
  • 62.5AZ
  • AX0
  • AY0
  • AZ62.5lb
  • EX0
  • EZ562.5lb
  • FDC375lbs

22
5-82
23
FBD









Z
8ft
6ft
MAZ
Y
MAY
Ay
FBC
AX
A
MAX
B
12ft
4ft
X
 
24
Sum Forces
  •  

25
Solution
  • ?Fz0
  • 0-750.43FBC
  • 0.43FBC75
  • FBC174.4 lb
  • ?Fy0
  • 00.29FBC-AY-40
  • AY0.29(174.4)-40
  • AY10.58 lb
  • ?Fx0
  • 0AX20-0.86FBC
  • AX20-1500
  • AX130

26
Solution Continued
  •  

27
FBD
5-72
Z
CZ
AX
AZ
C
450N
CY
BZ
45O
A
BX
0.6m
B
0.4m
0.8m
X
Y
0.4m
28
Solution
  • ?Fx0
  • 0AX-BX
  • AXBX
  • ?Fy0
  • 0450cos45O-CY
  • CY450(0.707)
  • CY318.2N
  • ?Fz0
  • 0AZ-BZCZ-450sin45O
  • ?Mx0
  • 0-0.8BZ-450cos45O(0.4)-450sin45O(1.2)318.2(0.4)
    1.2CZ
  • ?My0
  • 00.6CZ-300
  • CZ500N

29
Solution Continued
  • ?Mx0
  • 0-0.8BZ-450cos45O(0.4) 450sin45O(1.2)318.2(0.4)
    1.2CZ
  • 00.8BZ-450cos45O(0.4)-450sin45O(1.2)318.2(0.4)1
    .2(500)
  • 0-0.8BZ-127.3-381.8127.3600
  • BZ272.8N
  • ?Fx0
  • 0AX-BX
  • AXBX238.7N
  • ?Fz0
  • 0AZ-BZCZ-450sin45O
  • 0AZ-272.8500-318.2
  • AZ91.0N
  • AX 238.7N
  • AZ 91.0N
  • BX 238.7N
  • BZ 272.8N

30
FBD-1
6-106
This is an FBD of just the bucket
EY
EX
E
FAC
1200lb
1ft
60O
C
0.25ft
1.50ft
31
Sum Forces and Moments about E
For this problem finding EX and EY is not needed
  • ?Fx0
  • 0FAC(cos60O)-EX
  • ?Fy0
  • 0-FAC(sin60O)EY-1200
  • ?ME0
  • 0FAC(cos60O)(1)-(1200)(1.5)FAC(sin60O)(0.25)
  • 00.5FAC-18000.217FAC
  • 18000.717FAC
  • FAC2512.2lbs

32
FBD-2
FBD for hydraulic cylinder
Y
FAB
45O
FAD
X
60O
FAC 2512.2lbs
33
Solution
There are no distances now so we know there are
no moments
  • ?Fx0
  • 0FAD-FAB(sin45O)-2512.2(cos60O)
  • ?Fy0
  • 02512.2(sin60O)-FAB(cos45O)
  • 0.707FAB 2175.6
  • FAB 3077.2lbs
  • ?Fx0
  • 0FAD-FAB(sin45O)-2512.2(cos60O)
  • FAD3077.2(0.707)1256.1
  • FAD 3431.7lbs
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