SlideShare a Scribd company logo
1 of 2
APPLICATIONS OF INTEGRALS

POLITICS ( THE CONSTRUCTION OF SUBMARINE)

In this section we are going to submerge a vertical plate in water and we want to know the
force that is exerted on the plate due to the pressure of the water. This force is often called the
hydrostatic force.

 Find the hydrostatic force on a circular plate of radius 2 that is submerged 6 meters in the water.

Solution
First, we’re going to assume that the top of the circular plate is 6 meters under the water. Next,
we will set up the axis system so that the origin of the axis system is at the center of the plate.
Setting the axis system up in this way will greatly simplify our work.

Finally, we will again split up the plate into n horizontal strips each of width and we’ll choose a
point from each strip. We’ll also assume that the strips are rectangular again to help with the
computations. Here is a sketch of the setup.




The depth below the water surface of each strip is,


and that in turn gives us the pressure on the strip,
The area of each strip is,



The hydrostatic force on each strip is,




The total force on the plate                             is,




To do this integral we’ll need to split it up into two integrals.




The first integral requires the trig substitution and the second integral needs the substitution .
After using these substitution we get,




Note that after the substitution we know the second integral will be zero because the upper and
lower limit is the same.

More Related Content

Viewers also liked

Buoyancy.ppt
Buoyancy.pptBuoyancy.ppt
Buoyancy.pptTekZeno
 
Engineering mechanics powerpoint fluid mechanics
Engineering mechanics powerpoint fluid mechanicsEngineering mechanics powerpoint fluid mechanics
Engineering mechanics powerpoint fluid mechanicsjantennant
 
Buoyancy & floatation
Buoyancy & floatationBuoyancy & floatation
Buoyancy & floatationRupesh Parikh
 
Archimedes principle
Archimedes principleArchimedes principle
Archimedes principlesmartyshubham
 
[Solution manual] fluid mechanics fox & mcdonald
[Solution manual] fluid mechanics fox & mcdonald[Solution manual] fluid mechanics fox & mcdonald
[Solution manual] fluid mechanics fox & mcdonaldIISc Bangalore
 
Basic hydraulics
Basic hydraulicsBasic hydraulics
Basic hydraulicsPINAKI ROY
 

Viewers also liked (7)

Buoyancy.ppt
Buoyancy.pptBuoyancy.ppt
Buoyancy.ppt
 
Engineering mechanics powerpoint fluid mechanics
Engineering mechanics powerpoint fluid mechanicsEngineering mechanics powerpoint fluid mechanics
Engineering mechanics powerpoint fluid mechanics
 
Buoyancy & floatation
Buoyancy & floatationBuoyancy & floatation
Buoyancy & floatation
 
Archimedes principle
Archimedes principleArchimedes principle
Archimedes principle
 
[Solution manual] fluid mechanics fox & mcdonald
[Solution manual] fluid mechanics fox & mcdonald[Solution manual] fluid mechanics fox & mcdonald
[Solution manual] fluid mechanics fox & mcdonald
 
Buoyancy and floatation
Buoyancy and floatationBuoyancy and floatation
Buoyancy and floatation
 
Basic hydraulics
Basic hydraulicsBasic hydraulics
Basic hydraulics
 

Similar to Applications of integrals

Surface Tension Experiment No. 4.pdf
Surface Tension Experiment No. 4.pdfSurface Tension Experiment No. 4.pdf
Surface Tension Experiment No. 4.pdfKaiwan B. Hamasalih
 
Pressure vs rate of flow
Pressure vs rate of flowPressure vs rate of flow
Pressure vs rate of flowNonnieZ
 
Consolidation of Soil
Consolidation of SoilConsolidation of Soil
Consolidation of SoilArbaz Kazi
 
Boundary layer effect value added course
Boundary layer effect value added courseBoundary layer effect value added course
Boundary layer effect value added coursePanneer Selvam
 
Physical state of the lithosphere
Physical state of the lithosphere Physical state of the lithosphere
Physical state of the lithosphere Cata R
 
Surface tension & capillarity c
Surface tension & capillarity cSurface tension & capillarity c
Surface tension & capillarity cShrikunj Patel
 
SOIL STRENGTH AND SOIL FORCES
SOIL STRENGTH AND SOIL FORCESSOIL STRENGTH AND SOIL FORCES
SOIL STRENGTH AND SOIL FORCESAfendiAriff
 
Engr 2860 u exam final 9dec13
Engr 2860 u exam final 9dec13Engr 2860 u exam final 9dec13
Engr 2860 u exam final 9dec13Abdullah070
 
Soil-Structure-Interaction-4-Coursework---Leo-Youngman-15-16
Soil-Structure-Interaction-4-Coursework---Leo-Youngman-15-16Soil-Structure-Interaction-4-Coursework---Leo-Youngman-15-16
Soil-Structure-Interaction-4-Coursework---Leo-Youngman-15-16Leo Youngman
 
Final Report Turbulant Flat Plate Ansys
Final Report Turbulant Flat Plate AnsysFinal Report Turbulant Flat Plate Ansys
Final Report Turbulant Flat Plate AnsysSultan Islam
 
Fluid mechanics Internal & External Flow.ppt
Fluid mechanics Internal & External Flow.pptFluid mechanics Internal & External Flow.ppt
Fluid mechanics Internal & External Flow.pptz0r0928992
 
Fuid mechanics and applications
Fuid mechanics and applicationsFuid mechanics and applications
Fuid mechanics and applicationsM Aamer Raza
 
Chapter_3_PRESSURE_AND_FLUID_STATICS_Lec.pdf
Chapter_3_PRESSURE_AND_FLUID_STATICS_Lec.pdfChapter_3_PRESSURE_AND_FLUID_STATICS_Lec.pdf
Chapter_3_PRESSURE_AND_FLUID_STATICS_Lec.pdfLaith Al-Hyari
 

Similar to Applications of integrals (20)

T3203
T3203T3203
T3203
 
Surface Tension Experiment No. 4.pdf
Surface Tension Experiment No. 4.pdfSurface Tension Experiment No. 4.pdf
Surface Tension Experiment No. 4.pdf
 
Pressure vs rate of flow
Pressure vs rate of flowPressure vs rate of flow
Pressure vs rate of flow
 
Consolidation of Soil
Consolidation of SoilConsolidation of Soil
Consolidation of Soil
 
Boundary layer effect value added course
Boundary layer effect value added courseBoundary layer effect value added course
Boundary layer effect value added course
 
AP Physics C Rotational Motion
AP Physics C Rotational MotionAP Physics C Rotational Motion
AP Physics C Rotational Motion
 
Lab 2 Final group d
Lab 2 Final group dLab 2 Final group d
Lab 2 Final group d
 
Fa3110171022
Fa3110171022Fa3110171022
Fa3110171022
 
Physical state of the lithosphere
Physical state of the lithosphere Physical state of the lithosphere
Physical state of the lithosphere
 
Surface tension & capillarity c
Surface tension & capillarity cSurface tension & capillarity c
Surface tension & capillarity c
 
SOIL STRENGTH AND SOIL FORCES
SOIL STRENGTH AND SOIL FORCESSOIL STRENGTH AND SOIL FORCES
SOIL STRENGTH AND SOIL FORCES
 
report
reportreport
report
 
Lab 25
Lab 25Lab 25
Lab 25
 
Engr 2860 u exam final 9dec13
Engr 2860 u exam final 9dec13Engr 2860 u exam final 9dec13
Engr 2860 u exam final 9dec13
 
Soil-Structure-Interaction-4-Coursework---Leo-Youngman-15-16
Soil-Structure-Interaction-4-Coursework---Leo-Youngman-15-16Soil-Structure-Interaction-4-Coursework---Leo-Youngman-15-16
Soil-Structure-Interaction-4-Coursework---Leo-Youngman-15-16
 
Final Report Turbulant Flat Plate Ansys
Final Report Turbulant Flat Plate AnsysFinal Report Turbulant Flat Plate Ansys
Final Report Turbulant Flat Plate Ansys
 
Chapter 3
Chapter 3Chapter 3
Chapter 3
 
Fluid mechanics Internal & External Flow.ppt
Fluid mechanics Internal & External Flow.pptFluid mechanics Internal & External Flow.ppt
Fluid mechanics Internal & External Flow.ppt
 
Fuid mechanics and applications
Fuid mechanics and applicationsFuid mechanics and applications
Fuid mechanics and applications
 
Chapter_3_PRESSURE_AND_FLUID_STATICS_Lec.pdf
Chapter_3_PRESSURE_AND_FLUID_STATICS_Lec.pdfChapter_3_PRESSURE_AND_FLUID_STATICS_Lec.pdf
Chapter_3_PRESSURE_AND_FLUID_STATICS_Lec.pdf
 

More from Haryati Ismail

Present eduyatisal copy
Present eduyatisal copyPresent eduyatisal copy
Present eduyatisal copyHaryati Ismail
 
Phrgaan pgakuan n b0rg
Phrgaan pgakuan n b0rgPhrgaan pgakuan n b0rg
Phrgaan pgakuan n b0rgHaryati Ismail
 
Pembinaan soalan objektif dan subjektif
Pembinaan soalan objektif dan subjektifPembinaan soalan objektif dan subjektif
Pembinaan soalan objektif dan subjektifHaryati Ismail
 
Kertas kerja sem 4 kuala tahan..edited by su
Kertas kerja sem 4 kuala tahan..edited by suKertas kerja sem 4 kuala tahan..edited by su
Kertas kerja sem 4 kuala tahan..edited by suHaryati Ismail
 
Asemen mte3114 pengenalan
Asemen mte3114 pengenalanAsemen mte3114 pengenalan
Asemen mte3114 pengenalanHaryati Ismail
 
Present proposal mektie 2
Present proposal mektie 2Present proposal mektie 2
Present proposal mektie 2Haryati Ismail
 
Min mesy jerjak pjalanan aktixiti
Min mesy jerjak pjalanan aktixitiMin mesy jerjak pjalanan aktixiti
Min mesy jerjak pjalanan aktixitiHaryati Ismail
 
Min mesy jerjak latest3
Min mesy jerjak latest3Min mesy jerjak latest3
Min mesy jerjak latest3Haryati Ismail
 
Min mesy jerjak latest2
Min mesy jerjak latest2Min mesy jerjak latest2
Min mesy jerjak latest2Haryati Ismail
 
Min mesy jerjak latest1
Min mesy jerjak latest1Min mesy jerjak latest1
Min mesy jerjak latest1Haryati Ismail
 
Min mesy jerjak cdgn lokasi
Min mesy jerjak cdgn lokasiMin mesy jerjak cdgn lokasi
Min mesy jerjak cdgn lokasiHaryati Ismail
 

More from Haryati Ismail (20)

Worksheet darab yati
Worksheet darab yatiWorksheet darab yati
Worksheet darab yati
 
Worksheet yatie kiutt
Worksheet yatie kiuttWorksheet yatie kiutt
Worksheet yatie kiutt
 
Present eduyatisal copy
Present eduyatisal copyPresent eduyatisal copy
Present eduyatisal copy
 
Pn haliza punyas
Pn haliza punyasPn haliza punyas
Pn haliza punyas
 
Phrgaan pgakuan n b0rg
Phrgaan pgakuan n b0rgPhrgaan pgakuan n b0rg
Phrgaan pgakuan n b0rg
 
Pembinaan soalan objektif dan subjektif
Pembinaan soalan objektif dan subjektifPembinaan soalan objektif dan subjektif
Pembinaan soalan objektif dan subjektif
 
Miskonsepsi
MiskonsepsiMiskonsepsi
Miskonsepsi
 
Miskonsepsi yati
Miskonsepsi yatiMiskonsepsi yati
Miskonsepsi yati
 
Kertas kerja sem 4 kuala tahan..edited by su
Kertas kerja sem 4 kuala tahan..edited by suKertas kerja sem 4 kuala tahan..edited by su
Kertas kerja sem 4 kuala tahan..edited by su
 
Individual reflection
Individual reflectionIndividual reflection
Individual reflection
 
Asemen mte3114
Asemen mte3114Asemen mte3114
Asemen mte3114
 
Asemen mte3114 pengenalan
Asemen mte3114 pengenalanAsemen mte3114 pengenalan
Asemen mte3114 pengenalan
 
Present proposal mektie 2
Present proposal mektie 2Present proposal mektie 2
Present proposal mektie 2
 
Min mesy jerjak pjalanan aktixiti
Min mesy jerjak pjalanan aktixitiMin mesy jerjak pjalanan aktixiti
Min mesy jerjak pjalanan aktixiti
 
Min mesy jerjak latest3
Min mesy jerjak latest3Min mesy jerjak latest3
Min mesy jerjak latest3
 
Min mesy jerjak latest2
Min mesy jerjak latest2Min mesy jerjak latest2
Min mesy jerjak latest2
 
Min mesy jerjak latest1
Min mesy jerjak latest1Min mesy jerjak latest1
Min mesy jerjak latest1
 
Min mesy jerjak cdgn lokasi
Min mesy jerjak cdgn lokasiMin mesy jerjak cdgn lokasi
Min mesy jerjak cdgn lokasi
 
Min ke 3
Min ke 3Min ke 3
Min ke 3
 
Dokumen bukti
Dokumen buktiDokumen bukti
Dokumen bukti
 

Applications of integrals

  • 1. APPLICATIONS OF INTEGRALS POLITICS ( THE CONSTRUCTION OF SUBMARINE) In this section we are going to submerge a vertical plate in water and we want to know the force that is exerted on the plate due to the pressure of the water. This force is often called the hydrostatic force. Find the hydrostatic force on a circular plate of radius 2 that is submerged 6 meters in the water. Solution First, we’re going to assume that the top of the circular plate is 6 meters under the water. Next, we will set up the axis system so that the origin of the axis system is at the center of the plate. Setting the axis system up in this way will greatly simplify our work. Finally, we will again split up the plate into n horizontal strips each of width and we’ll choose a point from each strip. We’ll also assume that the strips are rectangular again to help with the computations. Here is a sketch of the setup. The depth below the water surface of each strip is, and that in turn gives us the pressure on the strip,
  • 2. The area of each strip is, The hydrostatic force on each strip is, The total force on the plate is, To do this integral we’ll need to split it up into two integrals. The first integral requires the trig substitution and the second integral needs the substitution . After using these substitution we get, Note that after the substitution we know the second integral will be zero because the upper and lower limit is the same.