SlideShare una empresa de Scribd logo

Presentation final

•Descargar como PPT, PDF•
•
H
hemutaman
TecnologíaEmpresariales
1 de 23
1. MD. SHOFIKUR RAHMAN ID# 071055046 2. MD. SHAMIM HOSSAIN ID# 071054046 3. ALI AHSAN HABIB ID# 071053046 4. M. AMINUL ISLAM HOWLADER ID# 071097046 Finite Element Modeling of Reinforced Concrete Beam Column Joint. Presented By
Outline of The Presentation ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Beam-Column joint should be proportioned to resists forces at critical sections. Introduction
Objective ,[object Object],[object Object],[object Object]
Literature Review ,[object Object],[object Object],[object Object]
FE Modeling ,[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object]
Modeling of concrete area. area
[object Object],[object Object],[object Object]
Modeling of Reinforcement .
[object Object],[object Object]
[object Object],[object Object],[object Object]
Materials Properties   Materials Element types Modulus of Elasticity Poisson’s Ratio Concrete Plane 42 3000X10³ psi 0.17 Reinforcement Link1, 30000X10³psi 0.30
Load and Boundary Condition ,[object Object],[object Object],[object Object]
Load and Boundary Condition ,[object Object],[object Object]
Result ,[object Object]
Beam Depth VS Reaction Table:Finite element analysis results Beam depth (in) Load (lb) Horizontal reaction at end (lb) 10 5000 7843.30 12 5000 7843.90 14 5000 7855.00
Table: RESULTS FROM FE ANALYSIS Rotation Deg. (Φ) Beam 10 Reaction (lb) length (in) Moment (k-in) 2 16944 120 2033 4 33928 120 4071 6 50993 120 6119 8 68180 120 8182 10 85569 120 10268
Table: RESULTS FROM FE ANALYSIS Rotation Deg. (Φ) Beam 12 Reaction (lb) length (in) Moment (k-in) 2 25809 120 3097 4 51680 120 6202 6 77674 120 9321 8 103850 120 12462 10 130340 120 15641
Table: RESULTS FROM FE ANALYSIS Rotation Deg. (Φ) Beam 14 Reaction (lb) length (in) Moment (k-in) 2 35376 120 4245 4 70836 120 8500 6 106470 120 12776 8 142350 120 17082 10 178650 120 21438
 
Conclusion ,[object Object]
Questions ?

Recomendados

05-Strength of Double Angle Bolted Tension Members (Steel Structural Design &...
05-Strength of Double Angle Bolted Tension Members (Steel Structural Design &...05-Strength of Double Angle Bolted Tension Members (Steel Structural Design &...
05-Strength of Double Angle Bolted Tension Members (Steel Structural Design &...Hossam Shafiq II
 
Chapter 4-internal loadings developed in structural members
Chapter 4-internal loadings developed in structural membersChapter 4-internal loadings developed in structural members
Chapter 4-internal loadings developed in structural membersISET NABEUL
 
18-Beam Column Strength (Steel Structural Design & Prof. Shehab Mourad)
18-Beam Column Strength (Steel Structural Design & Prof. Shehab Mourad)18-Beam Column Strength (Steel Structural Design & Prof. Shehab Mourad)
18-Beam Column Strength (Steel Structural Design & Prof. Shehab Mourad)Hossam Shafiq II
 
17-Examples of Beams (Steel Structural Design & Prof. Shehab Mourad)
17-Examples of Beams (Steel Structural Design & Prof. Shehab Mourad)17-Examples of Beams (Steel Structural Design & Prof. Shehab Mourad)
17-Examples of Beams (Steel Structural Design & Prof. Shehab Mourad)Hossam Shafiq II
 
L20 moment distribution method
L20 moment distribution methodL20 moment distribution method
L20 moment distribution methodDr. OmPrakash
 
L7
L7L7
L7Dr. OmPrakash
 
06-Strength of Double Angle Welded Tension Members (Steel Structural Design &...
06-Strength of Double Angle Welded Tension Members (Steel Structural Design &...06-Strength of Double Angle Welded Tension Members (Steel Structural Design &...
06-Strength of Double Angle Welded Tension Members (Steel Structural Design &...Hossam Shafiq II
 
L15: Analysis of Indeterminate Beams by Slope Deflection Method
L15: Analysis of Indeterminate Beams by Slope Deflection Method L15: Analysis of Indeterminate Beams by Slope Deflection Method
L15: Analysis of Indeterminate Beams by Slope Deflection Method Dr. OmPrakash
 

Recomendados

05-Strength of Double Angle Bolted Tension Members (Steel Structural Design &...
05-Strength of Double Angle Bolted Tension Members (Steel Structural Design &...05-Strength of Double Angle Bolted Tension Members (Steel Structural Design &...
05-Strength of Double Angle Bolted Tension Members (Steel Structural Design &...Hossam Shafiq II
 
Chapter 4-internal loadings developed in structural members
Chapter 4-internal loadings developed in structural membersChapter 4-internal loadings developed in structural members
Chapter 4-internal loadings developed in structural membersISET NABEUL
 
18-Beam Column Strength (Steel Structural Design & Prof. Shehab Mourad)
18-Beam Column Strength (Steel Structural Design & Prof. Shehab Mourad)18-Beam Column Strength (Steel Structural Design & Prof. Shehab Mourad)
18-Beam Column Strength (Steel Structural Design & Prof. Shehab Mourad)Hossam Shafiq II
 
17-Examples of Beams (Steel Structural Design & Prof. Shehab Mourad)
17-Examples of Beams (Steel Structural Design & Prof. Shehab Mourad)17-Examples of Beams (Steel Structural Design & Prof. Shehab Mourad)
17-Examples of Beams (Steel Structural Design & Prof. Shehab Mourad)Hossam Shafiq II
 
L20 moment distribution method
L20 moment distribution methodL20 moment distribution method
L20 moment distribution methodDr. OmPrakash
 
L7
L7L7
L7Dr. OmPrakash
 
06-Strength of Double Angle Welded Tension Members (Steel Structural Design &...
06-Strength of Double Angle Welded Tension Members (Steel Structural Design &...06-Strength of Double Angle Welded Tension Members (Steel Structural Design &...
06-Strength of Double Angle Welded Tension Members (Steel Structural Design &...Hossam Shafiq II
 
L15: Analysis of Indeterminate Beams by Slope Deflection Method
L15: Analysis of Indeterminate Beams by Slope Deflection Method L15: Analysis of Indeterminate Beams by Slope Deflection Method
L15: Analysis of Indeterminate Beams by Slope Deflection Method Dr. OmPrakash
 
13-Effective Length of Columns (Steel Structural Design & Prof. Shehab Mourad)
13-Effective Length of Columns (Steel Structural Design & Prof. Shehab Mourad)13-Effective Length of Columns (Steel Structural Design & Prof. Shehab Mourad)
13-Effective Length of Columns (Steel Structural Design & Prof. Shehab Mourad)Hossam Shafiq II
 
One way slab load calculation
One way slab load calculation One way slab load calculation
One way slab load calculation udhayasankar Ramasamy
 
12-Examples on Compression Members (Steel Structural Design & Prof. Shehab Mo...
12-Examples on Compression Members (Steel Structural Design & Prof. Shehab Mo...12-Examples on Compression Members (Steel Structural Design & Prof. Shehab Mo...
12-Examples on Compression Members (Steel Structural Design & Prof. Shehab Mo...Hossam Shafiq II
 
10-Design of Tension Member with Bolted Connection (Steel Structural Design &...
10-Design of Tension Member with Bolted Connection (Steel Structural Design &...10-Design of Tension Member with Bolted Connection (Steel Structural Design &...
10-Design of Tension Member with Bolted Connection (Steel Structural Design &...Hossam Shafiq II
 
19-Examples for Beam Column (Steel Structural Design & Prof. Shehab Mourad)
19-Examples for Beam Column (Steel Structural Design & Prof. Shehab Mourad)19-Examples for Beam Column (Steel Structural Design & Prof. Shehab Mourad)
19-Examples for Beam Column (Steel Structural Design & Prof. Shehab Mourad)Hossam Shafiq II
 
21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...
21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...
21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...Hossam Shafiq II
 
Chapter 8-deflections
Chapter 8-deflectionsChapter 8-deflections
Chapter 8-deflectionsISET NABEUL
 
OPTIMIZATION OF PRESTRESSED CONCRETE BEAMS-student vincenzo roberti
OPTIMIZATION OF PRESTRESSED CONCRETE BEAMS-student vincenzo robertiOPTIMIZATION OF PRESTRESSED CONCRETE BEAMS-student vincenzo roberti
OPTIMIZATION OF PRESTRESSED CONCRETE BEAMS-student vincenzo robertiVincenzo Roberti
 
Unit i
Unit iUnit i
Unit iperiyar maniammai university
 
L7 moment area theorems
L7 moment area theoremsL7 moment area theorems
L7 moment area theoremsDr. OmPrakash
 
311 Ch11
311 Ch11311 Ch11
311 Ch11gaconnhome1987
 
Analysis of indeterminate beam by slopeand deflection method
Analysis of indeterminate beam by slopeand deflection methodAnalysis of indeterminate beam by slopeand deflection method
Analysis of indeterminate beam by slopeand deflection methodnawalesantosh35
 
L16 : Slope Deflection Method for Analysis of Indeterminate Beams
L16 : Slope Deflection Method for Analysis of Indeterminate Beams L16 : Slope Deflection Method for Analysis of Indeterminate Beams
L16 : Slope Deflection Method for Analysis of Indeterminate Beams Dr. OmPrakash
 
Highway Project
Highway ProjectHighway Project
Highway ProjectPavan Nimbal
 
311 C H18
311 C H18311 C H18
311 C H18gaconnhome1987
 
Roof truss design
Roof truss designRoof truss design
Roof truss designFOYSOLMAHMUD1
 
10
1010
10gaconnhome1987
 
14-Design of Beam (Steel Structural Design & Prof. Shehab Mourad)
14-Design of Beam (Steel Structural Design & Prof. Shehab Mourad)14-Design of Beam (Steel Structural Design & Prof. Shehab Mourad)
14-Design of Beam (Steel Structural Design & Prof. Shehab Mourad)Hossam Shafiq II
 
Cee 312(1)
Cee 312(1)Cee 312(1)
Cee 312(1)apudgr8
 
Mechanics
MechanicsMechanics
MechanicsVarun Panda
 
Jcav resume
Jcav resumeJcav resume
Jcav resumejcav08
 
Italie diaporama
Italie diaporamaItalie diaporama
Italie diaporamaCédric Olmi-Alunni
 

Más contenido relacionado

La actualidad más candente

13-Effective Length of Columns (Steel Structural Design & Prof. Shehab Mourad)
13-Effective Length of Columns (Steel Structural Design & Prof. Shehab Mourad)13-Effective Length of Columns (Steel Structural Design & Prof. Shehab Mourad)
13-Effective Length of Columns (Steel Structural Design & Prof. Shehab Mourad)Hossam Shafiq II
 
12-Examples on Compression Members (Steel Structural Design & Prof. Shehab Mo...
12-Examples on Compression Members (Steel Structural Design & Prof. Shehab Mo...12-Examples on Compression Members (Steel Structural Design & Prof. Shehab Mo...
12-Examples on Compression Members (Steel Structural Design & Prof. Shehab Mo...Hossam Shafiq II
 
10-Design of Tension Member with Bolted Connection (Steel Structural Design &...
10-Design of Tension Member with Bolted Connection (Steel Structural Design &...10-Design of Tension Member with Bolted Connection (Steel Structural Design &...
10-Design of Tension Member with Bolted Connection (Steel Structural Design &...Hossam Shafiq II
 
19-Examples for Beam Column (Steel Structural Design & Prof. Shehab Mourad)
19-Examples for Beam Column (Steel Structural Design & Prof. Shehab Mourad)19-Examples for Beam Column (Steel Structural Design & Prof. Shehab Mourad)
19-Examples for Beam Column (Steel Structural Design & Prof. Shehab Mourad)Hossam Shafiq II
 
21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...
21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...
21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...Hossam Shafiq II
 
Chapter 8-deflections
Chapter 8-deflectionsChapter 8-deflections
Chapter 8-deflectionsISET NABEUL
 
OPTIMIZATION OF PRESTRESSED CONCRETE BEAMS-student vincenzo roberti
OPTIMIZATION OF PRESTRESSED CONCRETE BEAMS-student vincenzo robertiOPTIMIZATION OF PRESTRESSED CONCRETE BEAMS-student vincenzo roberti
OPTIMIZATION OF PRESTRESSED CONCRETE BEAMS-student vincenzo robertiVincenzo Roberti
 
L7 moment area theorems
L7 moment area theoremsL7 moment area theorems
L7 moment area theoremsDr. OmPrakash
 
Analysis of indeterminate beam by slopeand deflection method
Analysis of indeterminate beam by slopeand deflection methodAnalysis of indeterminate beam by slopeand deflection method
Analysis of indeterminate beam by slopeand deflection methodnawalesantosh35
 
L16 : Slope Deflection Method for Analysis of Indeterminate Beams
L16 : Slope Deflection Method for Analysis of Indeterminate Beams L16 : Slope Deflection Method for Analysis of Indeterminate Beams
L16 : Slope Deflection Method for Analysis of Indeterminate Beams Dr. OmPrakash
 
14-Design of Beam (Steel Structural Design & Prof. Shehab Mourad)
14-Design of Beam (Steel Structural Design & Prof. Shehab Mourad)14-Design of Beam (Steel Structural Design & Prof. Shehab Mourad)
14-Design of Beam (Steel Structural Design & Prof. Shehab Mourad)Hossam Shafiq II
 
Cee 312(1)
Cee 312(1)Cee 312(1)
Cee 312(1)apudgr8
 

La actualidad más candente (20)

13-Effective Length of Columns (Steel Structural Design & Prof. Shehab Mourad)
13-Effective Length of Columns (Steel Structural Design & Prof. Shehab Mourad)13-Effective Length of Columns (Steel Structural Design & Prof. Shehab Mourad)
13-Effective Length of Columns (Steel Structural Design & Prof. Shehab Mourad)
 
One way slab load calculation
One way slab load calculation One way slab load calculation
One way slab load calculation
 
12-Examples on Compression Members (Steel Structural Design & Prof. Shehab Mo...
12-Examples on Compression Members (Steel Structural Design & Prof. Shehab Mo...12-Examples on Compression Members (Steel Structural Design & Prof. Shehab Mo...
12-Examples on Compression Members (Steel Structural Design & Prof. Shehab Mo...
 
10-Design of Tension Member with Bolted Connection (Steel Structural Design &...
10-Design of Tension Member with Bolted Connection (Steel Structural Design &...10-Design of Tension Member with Bolted Connection (Steel Structural Design &...
10-Design of Tension Member with Bolted Connection (Steel Structural Design &...
 
19-Examples for Beam Column (Steel Structural Design & Prof. Shehab Mourad)
19-Examples for Beam Column (Steel Structural Design & Prof. Shehab Mourad)19-Examples for Beam Column (Steel Structural Design & Prof. Shehab Mourad)
19-Examples for Beam Column (Steel Structural Design & Prof. Shehab Mourad)
 
21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...
21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...
21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...
 
Chapter 8-deflections
Chapter 8-deflectionsChapter 8-deflections
Chapter 8-deflections
 
OPTIMIZATION OF PRESTRESSED CONCRETE BEAMS-student vincenzo roberti
OPTIMIZATION OF PRESTRESSED CONCRETE BEAMS-student vincenzo robertiOPTIMIZATION OF PRESTRESSED CONCRETE BEAMS-student vincenzo roberti
OPTIMIZATION OF PRESTRESSED CONCRETE BEAMS-student vincenzo roberti
 
Unit i
Unit iUnit i
Unit i
 
L7 moment area theorems
L7 moment area theoremsL7 moment area theorems
L7 moment area theorems
 
311 Ch11
311 Ch11311 Ch11
311 Ch11
 
Analysis of indeterminate beam by slopeand deflection method
Analysis of indeterminate beam by slopeand deflection methodAnalysis of indeterminate beam by slopeand deflection method
Analysis of indeterminate beam by slopeand deflection method
 
L16 : Slope Deflection Method for Analysis of Indeterminate Beams
L16 : Slope Deflection Method for Analysis of Indeterminate Beams L16 : Slope Deflection Method for Analysis of Indeterminate Beams
L16 : Slope Deflection Method for Analysis of Indeterminate Beams
 
Highway Project
Highway ProjectHighway Project
Highway Project
 
311 C H18
311 C H18311 C H18
311 C H18
 
Roof truss design
Roof truss designRoof truss design
Roof truss design
 
10
1010
10
 
14-Design of Beam (Steel Structural Design & Prof. Shehab Mourad)
14-Design of Beam (Steel Structural Design & Prof. Shehab Mourad)14-Design of Beam (Steel Structural Design & Prof. Shehab Mourad)
14-Design of Beam (Steel Structural Design & Prof. Shehab Mourad)
 
Cee 312(1)
Cee 312(1)Cee 312(1)
Cee 312(1)
 
Mechanics
MechanicsMechanics
Mechanics
 

Destacado

Jcav resume
Jcav resumeJcav resume
Jcav resumejcav08
 
OP TIGER and sustainable business
OP TIGER and sustainable businessOP TIGER and sustainable business
OP TIGER and sustainable businessoptiger
 
is innovation in cities a matter of knowledge intensive services
is innovation in cities a matter of knowledge intensive servicesis innovation in cities a matter of knowledge intensive services
is innovation in cities a matter of knowledge intensive servicesSiti Khatizah Aziz
 
Gimp - Exportar imágenes JPG
Gimp - Exportar imágenes JPGGimp - Exportar imágenes JPG
Gimp - Exportar imágenes JPGinfd
 
(2002) roberts the role of info and comm tech in knowledge transfer
(2002) roberts the role of info and comm tech in knowledge transfer(2002) roberts the role of info and comm tech in knowledge transfer
(2002) roberts the role of info and comm tech in knowledge transferSiti Khatizah Aziz
 
The New Creatives: Why You Need Experience Design In Your Agency
The New Creatives: Why You Need Experience Design In Your AgencyThe New Creatives: Why You Need Experience Design In Your Agency
The New Creatives: Why You Need Experience Design In Your AgencyAiden Bordner
 
Simatic comunicaciones e
Simatic comunicaciones eSimatic comunicaciones e
Simatic comunicaciones eEver Cesar
 
Passive Diffusion
Passive DiffusionPassive Diffusion
Passive Diffusionbioteachnj
 
Jcav resume
Jcav resumeJcav resume
Jcav resumejcav08
 

Destacado (14)

Jcav resume
Jcav resumeJcav resume
Jcav resume
 
Italie diaporama
Italie diaporamaItalie diaporama
Italie diaporama
 
OP TIGER and sustainable business
OP TIGER and sustainable businessOP TIGER and sustainable business
OP TIGER and sustainable business
 
is innovation in cities a matter of knowledge intensive services
is innovation in cities a matter of knowledge intensive servicesis innovation in cities a matter of knowledge intensive services
is innovation in cities a matter of knowledge intensive services
 
Villandry
VillandryVillandry
Villandry
 
Gimp - Exportar imágenes JPG
Gimp - Exportar imágenes JPGGimp - Exportar imágenes JPG
Gimp - Exportar imágenes JPG
 
(2002) roberts the role of info and comm tech in knowledge transfer
(2002) roberts the role of info and comm tech in knowledge transfer(2002) roberts the role of info and comm tech in knowledge transfer
(2002) roberts the role of info and comm tech in knowledge transfer
 
Costa ricaCN
Costa ricaCNCosta ricaCN
Costa ricaCN
 
Marcos
MarcosMarcos
Marcos
 
Case study workshop
Case study workshopCase study workshop
Case study workshop
 
The New Creatives: Why You Need Experience Design In Your Agency
The New Creatives: Why You Need Experience Design In Your AgencyThe New Creatives: Why You Need Experience Design In Your Agency
The New Creatives: Why You Need Experience Design In Your Agency
 
Simatic comunicaciones e
Simatic comunicaciones eSimatic comunicaciones e
Simatic comunicaciones e
 
Passive Diffusion
Passive DiffusionPassive Diffusion
Passive Diffusion
 
Jcav resume
Jcav resumeJcav resume
Jcav resume
 

Similar a Presentation final

Modeling and Analysis of Retrofitted Exterior RC Beam Column connection
Modeling and Analysis of Retrofitted Exterior RC Beam Column connectionModeling and Analysis of Retrofitted Exterior RC Beam Column connection
Modeling and Analysis of Retrofitted Exterior RC Beam Column connectionmaged salama
 
Effect ofthe distance between points load on the behavior of
Effect ofthe distance between points load on the behavior ofEffect ofthe distance between points load on the behavior of
Effect ofthe distance between points load on the behavior ofAlexander Decker
 
Steel fiber reinforced concrete
Steel fiber reinforced concreteSteel fiber reinforced concrete
Steel fiber reinforced concreteAhsan Habib
 
Effectiveness Evaluation of Seismic Protection Devices for Bridges in the PB...
Effectiveness Evaluation of Seismic Protection Devices for Bridges in the PB...Effectiveness Evaluation of Seismic Protection Devices for Bridges in the PB...
Effectiveness Evaluation of Seismic Protection Devices for Bridges in the PB...Franco Bontempi
 
Deflections in PT elements pt structure for all pt slabs in civil industry.pdf
Deflections in PT elements pt structure for all pt slabs in civil industry.pdfDeflections in PT elements pt structure for all pt slabs in civil industry.pdf
Deflections in PT elements pt structure for all pt slabs in civil industry.pdfvijayvijay327286
 
SA-II Notes.pdf
SA-II Notes.pdfSA-II Notes.pdf
SA-II Notes.pdfParandh M
 
Reinforced concrete Course Assignments, 2021
Reinforced concrete Course Assignments, 2021Reinforced concrete Course Assignments, 2021
Reinforced concrete Course Assignments, 2021JanneHanka
 
BEHAVIOR OF SLENDER COLUMN SUBJECTED TO ECCENTRIC LOADING
BEHAVIOR OF SLENDER COLUMN SUBJECTED TO ECCENTRIC LOADINGBEHAVIOR OF SLENDER COLUMN SUBJECTED TO ECCENTRIC LOADING
BEHAVIOR OF SLENDER COLUMN SUBJECTED TO ECCENTRIC LOADINGijiert bestjournal
 
IRJETI Comparison of RC Beam-Column Joint with GFRC Beam-Column Joint using S...
IRJETI Comparison of RC Beam-Column Joint with GFRC Beam-Column Joint using S...IRJETI Comparison of RC Beam-Column Joint with GFRC Beam-Column Joint using S...
IRJETI Comparison of RC Beam-Column Joint with GFRC Beam-Column Joint using S...IRJET Journal
 
Defense_Thesis_Ramy_Gabr_06-22-2014_Final-with notes - Copy
Defense_Thesis_Ramy_Gabr_06-22-2014_Final-with notes - CopyDefense_Thesis_Ramy_Gabr_06-22-2014_Final-with notes - Copy
Defense_Thesis_Ramy_Gabr_06-22-2014_Final-with notes - CopyRamy Gabr, M.Sc, P.E.
 
Modeling of Deep Girders Supporting Shear Walls
Modeling of Deep Girders Supporting Shear WallsModeling of Deep Girders Supporting Shear Walls
Modeling of Deep Girders Supporting Shear WallsSyed Karar Hussain
 
Cable Stay Bridge construction at Bardhman using LARSA and LUSAS four dimensi...
Cable Stay Bridge construction at Bardhman using LARSA and LUSAS four dimensi...Cable Stay Bridge construction at Bardhman using LARSA and LUSAS four dimensi...
Cable Stay Bridge construction at Bardhman using LARSA and LUSAS four dimensi...Rajesh Prasad
 
Effect of Prestressing Force, Cable Profile and Eccentricity on Post Tensione...
Effect of Prestressing Force, Cable Profile and Eccentricity on Post Tensione...Effect of Prestressing Force, Cable Profile and Eccentricity on Post Tensione...
Effect of Prestressing Force, Cable Profile and Eccentricity on Post Tensione...IRJET Journal
 
Reinforced concrete Course assignments, 2020
Reinforced concrete Course assignments, 2020Reinforced concrete Course assignments, 2020
Reinforced concrete Course assignments, 2020JanneHanka
 
Analysis Of 3C-Sic Double Implanted MOSFET With Gaussian Profile Doping In Th...
Analysis Of 3C-Sic Double Implanted MOSFET With Gaussian Profile Doping In Th...Analysis Of 3C-Sic Double Implanted MOSFET With Gaussian Profile Doping In Th...
Analysis Of 3C-Sic Double Implanted MOSFET With Gaussian Profile Doping In Th...IJRES Journal
 

Similar a Presentation final (20)

Modeling and Analysis of Retrofitted Exterior RC Beam Column connection
Modeling and Analysis of Retrofitted Exterior RC Beam Column connectionModeling and Analysis of Retrofitted Exterior RC Beam Column connection
Modeling and Analysis of Retrofitted Exterior RC Beam Column connection
 
J013166067
J013166067J013166067
J013166067
 
F1303063449
F1303063449F1303063449
F1303063449
 
Effect ofthe distance between points load on the behavior of
Effect ofthe distance between points load on the behavior ofEffect ofthe distance between points load on the behavior of
Effect ofthe distance between points load on the behavior of
 
Steel fiber reinforced concrete
Steel fiber reinforced concreteSteel fiber reinforced concrete
Steel fiber reinforced concrete
 
Ijciet 06 10_002
Ijciet 06 10_002Ijciet 06 10_002
Ijciet 06 10_002
 
Effectiveness Evaluation of Seismic Protection Devices for Bridges in the PB...
Effectiveness Evaluation of Seismic Protection Devices for Bridges in the PB...Effectiveness Evaluation of Seismic Protection Devices for Bridges in the PB...
Effectiveness Evaluation of Seismic Protection Devices for Bridges in the PB...
 
Print version
Print versionPrint version
Print version
 
Deflections in PT elements pt structure for all pt slabs in civil industry.pdf
Deflections in PT elements pt structure for all pt slabs in civil industry.pdfDeflections in PT elements pt structure for all pt slabs in civil industry.pdf
Deflections in PT elements pt structure for all pt slabs in civil industry.pdf
 
SA-II Notes.pdf
SA-II Notes.pdfSA-II Notes.pdf
SA-II Notes.pdf
 
I012274853
I012274853I012274853
I012274853
 
Reinforced concrete Course Assignments, 2021
Reinforced concrete Course Assignments, 2021Reinforced concrete Course Assignments, 2021
Reinforced concrete Course Assignments, 2021
 
BEHAVIOR OF SLENDER COLUMN SUBJECTED TO ECCENTRIC LOADING
BEHAVIOR OF SLENDER COLUMN SUBJECTED TO ECCENTRIC LOADINGBEHAVIOR OF SLENDER COLUMN SUBJECTED TO ECCENTRIC LOADING
BEHAVIOR OF SLENDER COLUMN SUBJECTED TO ECCENTRIC LOADING
 
IRJETI Comparison of RC Beam-Column Joint with GFRC Beam-Column Joint using S...
IRJETI Comparison of RC Beam-Column Joint with GFRC Beam-Column Joint using S...IRJETI Comparison of RC Beam-Column Joint with GFRC Beam-Column Joint using S...
IRJETI Comparison of RC Beam-Column Joint with GFRC Beam-Column Joint using S...
 
Defense_Thesis_Ramy_Gabr_06-22-2014_Final-with notes - Copy
Defense_Thesis_Ramy_Gabr_06-22-2014_Final-with notes - CopyDefense_Thesis_Ramy_Gabr_06-22-2014_Final-with notes - Copy
Defense_Thesis_Ramy_Gabr_06-22-2014_Final-with notes - Copy
 
Modeling of Deep Girders Supporting Shear Walls
Modeling of Deep Girders Supporting Shear WallsModeling of Deep Girders Supporting Shear Walls
Modeling of Deep Girders Supporting Shear Walls
 
Cable Stay Bridge construction at Bardhman using LARSA and LUSAS four dimensi...
Cable Stay Bridge construction at Bardhman using LARSA and LUSAS four dimensi...Cable Stay Bridge construction at Bardhman using LARSA and LUSAS four dimensi...
Cable Stay Bridge construction at Bardhman using LARSA and LUSAS four dimensi...
 
Effect of Prestressing Force, Cable Profile and Eccentricity on Post Tensione...
Effect of Prestressing Force, Cable Profile and Eccentricity on Post Tensione...Effect of Prestressing Force, Cable Profile and Eccentricity on Post Tensione...
Effect of Prestressing Force, Cable Profile and Eccentricity on Post Tensione...
 
Reinforced concrete Course assignments, 2020
Reinforced concrete Course assignments, 2020Reinforced concrete Course assignments, 2020
Reinforced concrete Course assignments, 2020
 
Analysis Of 3C-Sic Double Implanted MOSFET With Gaussian Profile Doping In Th...
Analysis Of 3C-Sic Double Implanted MOSFET With Gaussian Profile Doping In Th...Analysis Of 3C-Sic Double Implanted MOSFET With Gaussian Profile Doping In Th...
Analysis Of 3C-Sic Double Implanted MOSFET With Gaussian Profile Doping In Th...
 

Último

08448380779 Call Girls In Greater Kailash - I Women Seeking Men
08448380779 Call Girls In Greater Kailash - I Women Seeking Men08448380779 Call Girls In Greater Kailash - I Women Seeking Men
08448380779 Call Girls In Greater Kailash - I Women Seeking MenDelhi Call girls
 
What Are The Drone Anti-jamming Systems Technology?
What Are The Drone Anti-jamming Systems Technology?What Are The Drone Anti-jamming Systems Technology?
What Are The Drone Anti-jamming Systems Technology?Antenna Manufacturer Coco
 
The 7 Things I Know About Cyber Security After 25 Years | April 2024
The 7 Things I Know About Cyber Security After 25 Years | April 2024The 7 Things I Know About Cyber Security After 25 Years | April 2024
The 7 Things I Know About Cyber Security After 25 Years | April 2024Rafal Los
 
How to convert PDF to text with Nanonets
How to convert PDF to text with NanonetsHow to convert PDF to text with Nanonets
How to convert PDF to text with Nanonetsnaman860154
 
Boost PC performance: How more available memory can improve productivity
Boost PC performance: How more available memory can improve productivityBoost PC performance: How more available memory can improve productivity
Boost PC performance: How more available memory can improve productivityPrincipled Technologies
 
08448380779 Call Girls In Diplomatic Enclave Women Seeking Men
08448380779 Call Girls In Diplomatic Enclave Women Seeking Men08448380779 Call Girls In Diplomatic Enclave Women Seeking Men
08448380779 Call Girls In Diplomatic Enclave Women Seeking MenDelhi Call girls
 
A Year of the Servo Reboot: Where Are We Now?
A Year of the Servo Reboot: Where Are We Now?A Year of the Servo Reboot: Where Are We Now?
A Year of the Servo Reboot: Where Are We Now?Igalia
 
Automating Google Workspace (GWS) & more with Apps Script
Automating Google Workspace (GWS) & more with Apps ScriptAutomating Google Workspace (GWS) & more with Apps Script
Automating Google Workspace (GWS) & more with Apps Scriptwesley chun
 
The Codex of Business Writing Software for Real-World Solutions 2.pptx
The Codex of Business Writing Software for Real-World Solutions 2.pptxThe Codex of Business Writing Software for Real-World Solutions 2.pptx
The Codex of Business Writing Software for Real-World Solutions 2.pptxMalak Abu Hammad
 
Real Time Object Detection Using Open CV
Real Time Object Detection Using Open CVReal Time Object Detection Using Open CV
Real Time Object Detection Using Open CVKhem
 
Raspberry Pi 5: Challenges and Solutions in Bringing up an OpenGL/Vulkan Driv...
Raspberry Pi 5: Challenges and Solutions in Bringing up an OpenGL/Vulkan Driv...Raspberry Pi 5: Challenges and Solutions in Bringing up an OpenGL/Vulkan Driv...
Raspberry Pi 5: Challenges and Solutions in Bringing up an OpenGL/Vulkan Driv...Igalia
 
Boost Fertility New Invention Ups Success Rates.pdf
Boost Fertility New Invention Ups Success Rates.pdfBoost Fertility New Invention Ups Success Rates.pdf
Boost Fertility New Invention Ups Success Rates.pdfsudhanshuwaghmare1
 
🐬 The future of MySQL is Postgres 🐘
🐬 The future of MySQL is Postgres 🐘🐬 The future of MySQL is Postgres 🐘
🐬 The future of MySQL is Postgres 🐘RTylerCroy
 
TrustArc Webinar - Stay Ahead of US State Data Privacy Law Developments
TrustArc Webinar - Stay Ahead of US State Data Privacy Law DevelopmentsTrustArc Webinar - Stay Ahead of US State Data Privacy Law Developments
TrustArc Webinar - Stay Ahead of US State Data Privacy Law DevelopmentsTrustArc
 
EIS-Webinar-Prompt-Knowledge-Eng-2024-04-08.pptx
EIS-Webinar-Prompt-Knowledge-Eng-2024-04-08.pptxEIS-Webinar-Prompt-Knowledge-Eng-2024-04-08.pptx
EIS-Webinar-Prompt-Knowledge-Eng-2024-04-08.pptxEarley Information Science
 
CNv6 Instructor Chapter 6 Quality of Service
CNv6 Instructor Chapter 6 Quality of ServiceCNv6 Instructor Chapter 6 Quality of Service
CNv6 Instructor Chapter 6 Quality of Servicegiselly40
 
Slack Application Development 101 Slides
Slack Application Development 101 SlidesSlack Application Development 101 Slides
Slack Application Development 101 Slidespraypatel2
 
A Call to Action for Generative AI in 2024
A Call to Action for Generative AI in 2024A Call to Action for Generative AI in 2024
A Call to Action for Generative AI in 2024Results
 
04-2024-HHUG-Sales-and-Marketing-Alignment.pptx
04-2024-HHUG-Sales-and-Marketing-Alignment.pptx04-2024-HHUG-Sales-and-Marketing-Alignment.pptx
04-2024-HHUG-Sales-and-Marketing-Alignment.pptxHampshireHUG
 
GenCyber Cyber Security Day Presentation
GenCyber Cyber Security Day PresentationGenCyber Cyber Security Day Presentation
GenCyber Cyber Security Day PresentationMichael W. Hawkins
 

Último (20)

08448380779 Call Girls In Greater Kailash - I Women Seeking Men
08448380779 Call Girls In Greater Kailash - I Women Seeking Men08448380779 Call Girls In Greater Kailash - I Women Seeking Men
08448380779 Call Girls In Greater Kailash - I Women Seeking Men
 
What Are The Drone Anti-jamming Systems Technology?
What Are The Drone Anti-jamming Systems Technology?What Are The Drone Anti-jamming Systems Technology?
What Are The Drone Anti-jamming Systems Technology?
 
The 7 Things I Know About Cyber Security After 25 Years | April 2024
The 7 Things I Know About Cyber Security After 25 Years | April 2024The 7 Things I Know About Cyber Security After 25 Years | April 2024
The 7 Things I Know About Cyber Security After 25 Years | April 2024
 
How to convert PDF to text with Nanonets
How to convert PDF to text with NanonetsHow to convert PDF to text with Nanonets
How to convert PDF to text with Nanonets
 
Boost PC performance: How more available memory can improve productivity
Boost PC performance: How more available memory can improve productivityBoost PC performance: How more available memory can improve productivity
Boost PC performance: How more available memory can improve productivity
 
08448380779 Call Girls In Diplomatic Enclave Women Seeking Men
08448380779 Call Girls In Diplomatic Enclave Women Seeking Men08448380779 Call Girls In Diplomatic Enclave Women Seeking Men
08448380779 Call Girls In Diplomatic Enclave Women Seeking Men
 
A Year of the Servo Reboot: Where Are We Now?
A Year of the Servo Reboot: Where Are We Now?A Year of the Servo Reboot: Where Are We Now?
A Year of the Servo Reboot: Where Are We Now?
 
Automating Google Workspace (GWS) & more with Apps Script
Automating Google Workspace (GWS) & more with Apps ScriptAutomating Google Workspace (GWS) & more with Apps Script
Automating Google Workspace (GWS) & more with Apps Script
 
The Codex of Business Writing Software for Real-World Solutions 2.pptx
The Codex of Business Writing Software for Real-World Solutions 2.pptxThe Codex of Business Writing Software for Real-World Solutions 2.pptx
The Codex of Business Writing Software for Real-World Solutions 2.pptx
 
Real Time Object Detection Using Open CV
Real Time Object Detection Using Open CVReal Time Object Detection Using Open CV
Real Time Object Detection Using Open CV
 
Raspberry Pi 5: Challenges and Solutions in Bringing up an OpenGL/Vulkan Driv...
Raspberry Pi 5: Challenges and Solutions in Bringing up an OpenGL/Vulkan Driv...Raspberry Pi 5: Challenges and Solutions in Bringing up an OpenGL/Vulkan Driv...
Raspberry Pi 5: Challenges and Solutions in Bringing up an OpenGL/Vulkan Driv...
 
Boost Fertility New Invention Ups Success Rates.pdf
Boost Fertility New Invention Ups Success Rates.pdfBoost Fertility New Invention Ups Success Rates.pdf
Boost Fertility New Invention Ups Success Rates.pdf
 
🐬 The future of MySQL is Postgres 🐘
🐬 The future of MySQL is Postgres 🐘🐬 The future of MySQL is Postgres 🐘
🐬 The future of MySQL is Postgres 🐘
 
TrustArc Webinar - Stay Ahead of US State Data Privacy Law Developments
TrustArc Webinar - Stay Ahead of US State Data Privacy Law DevelopmentsTrustArc Webinar - Stay Ahead of US State Data Privacy Law Developments
TrustArc Webinar - Stay Ahead of US State Data Privacy Law Developments
 
EIS-Webinar-Prompt-Knowledge-Eng-2024-04-08.pptx
EIS-Webinar-Prompt-Knowledge-Eng-2024-04-08.pptxEIS-Webinar-Prompt-Knowledge-Eng-2024-04-08.pptx
EIS-Webinar-Prompt-Knowledge-Eng-2024-04-08.pptx
 
CNv6 Instructor Chapter 6 Quality of Service
CNv6 Instructor Chapter 6 Quality of ServiceCNv6 Instructor Chapter 6 Quality of Service
CNv6 Instructor Chapter 6 Quality of Service
 
Slack Application Development 101 Slides
Slack Application Development 101 SlidesSlack Application Development 101 Slides
Slack Application Development 101 Slides
 
A Call to Action for Generative AI in 2024
A Call to Action for Generative AI in 2024A Call to Action for Generative AI in 2024
A Call to Action for Generative AI in 2024
 
04-2024-HHUG-Sales-and-Marketing-Alignment.pptx
04-2024-HHUG-Sales-and-Marketing-Alignment.pptx04-2024-HHUG-Sales-and-Marketing-Alignment.pptx
04-2024-HHUG-Sales-and-Marketing-Alignment.pptx
 
GenCyber Cyber Security Day Presentation
GenCyber Cyber Security Day PresentationGenCyber Cyber Security Day Presentation
GenCyber Cyber Security Day Presentation
 

Presentation final

  • 1. 1. MD. SHOFIKUR RAHMAN ID# 071055046 2. MD. SHAMIM HOSSAIN ID# 071054046 3. ALI AHSAN HABIB ID# 071053046 4. M. AMINUL ISLAM HOWLADER ID# 071097046 Finite Element Modeling of Reinforced Concrete Beam Column Joint. Presented By
  • 2.
  • 3. Beam-Column joint should be proportioned to resists forces at critical sections. Introduction
  • 4.
  • 5.
  • 6.
  • 7.
  • 8. Modeling of concrete area. area
  • 9.
  • 11.
  • 12.
  • 13. Materials Properties   Materials Element types Modulus of Elasticity Poisson’s Ratio Concrete Plane 42 3000X10³ psi 0.17 Reinforcement Link1, 30000X10³psi 0.30
  • 14.
  • 15.
  • 16.
  • 17. Beam Depth VS Reaction Table:Finite element analysis results Beam depth (in) Load (lb) Horizontal reaction at end (lb) 10 5000 7843.30 12 5000 7843.90 14 5000 7855.00
  • 18. Table: RESULTS FROM FE ANALYSIS Rotation Deg. (Φ) Beam 10 Reaction (lb) length (in) Moment (k-in) 2 16944 120 2033 4 33928 120 4071 6 50993 120 6119 8 68180 120 8182 10 85569 120 10268
  • 19. Table: RESULTS FROM FE ANALYSIS Rotation Deg. (Φ) Beam 12 Reaction (lb) length (in) Moment (k-in) 2 25809 120 3097 4 51680 120 6202 6 77674 120 9321 8 103850 120 12462 10 130340 120 15641
  • 20. Table: RESULTS FROM FE ANALYSIS Rotation Deg. (Φ) Beam 14 Reaction (lb) length (in) Moment (k-in) 2 35376 120 4245 4 70836 120 8500 6 106470 120 12776 8 142350 120 17082 10 178650 120 21438
  • 21.  
  • 22.