SlideShare a Scribd company logo
1 of 12
Ahsanullah University Of Science and
Technology
Department Of Civil Engineering
CE-418 Prestressed Concrete and Design Sessional
Presented By
Name : Md. Kamrul islam
Roll : 10.01.03.056
Section : A
Topic
Bearing&Punching
Shear
What is Punching Shear?
Punching Shear
 Punching shear is a type of failure of reinforced
concrete slabs subjected to high localized
forces. In flat slab structures this occurs at
column support points. The failure is due to
shear
 The shear stress calculated by dividing the
load on a column by the product of its
perimeter and the thickness of the base or
cap, or by the product of the perimeter taken at
one-half the slab thickness away from the
column and the thickness of the base or cap.
Punching shear in concrete slabs is a
problem
Punching shear in concrete slabs is a
serious problem in certain structural
systems, such as flat slabs
Punching Shear
Punching Shear
Punching Shear
Bearing stress
• Bearing stress is a compressive stress applied to the
contact surface between two connecting members. This
stress can commonly be found on a pin & hole
connection.
• Like general stress, bearing stress is not evenly uniform
over the cross-sectional area but is generally assumed for
simplicity.
• The average bearing stress is the force pushing against
a structure divided by the area. Exact bearing stress is
more complicated. Experiments have shown that the
bearing stress distribution is more elliptical shaped and
not uniform.
Bearing Stress Equation
σavg=P/A
σ avg – Stress (Average)
P – Applied Load
A – Cross-Sectional Area (Preload) Bearing
Stress
Bearing stress is a normal stress, not a
shearing stress.
Bearing Stress
10.01.03.056

More Related Content

What's hot

1.0 Introduction To Structure
1.0 Introduction To Structure1.0 Introduction To Structure
1.0 Introduction To Structure
Yaya Hamid
 

What's hot (20)

Psc notes
Psc notesPsc notes
Psc notes
 
Prestressing ppt
Prestressing pptPrestressing ppt
Prestressing ppt
 
Limit state method
Limit state methodLimit state method
Limit state method
 
Design and Detailing of RC structures
Design and Detailing of RC structuresDesign and Detailing of RC structures
Design and Detailing of RC structures
 
1.0 Introduction To Structure
1.0 Introduction To Structure1.0 Introduction To Structure
1.0 Introduction To Structure
 
Rcc design by working stress method
Rcc design by working stress methodRcc design by working stress method
Rcc design by working stress method
 
Prestressed concrete
Prestressed concretePrestressed concrete
Prestressed concrete
 
Prestressed Concrete
Prestressed ConcretePrestressed Concrete
Prestressed Concrete
 
Pre stressed concrete construction
Pre stressed concrete constructionPre stressed concrete construction
Pre stressed concrete construction
 
Prestressed pipes,tanks,poles
Prestressed pipes,tanks,polesPrestressed pipes,tanks,poles
Prestressed pipes,tanks,poles
 
Prestressed concrete
Prestressed concretePrestressed concrete
Prestressed concrete
 
Losses in prestressed concrete
Losses in prestressed concreteLosses in prestressed concrete
Losses in prestressed concrete
 
Introduction to prestressed concrete structures
Introduction to prestressed concrete structuresIntroduction to prestressed concrete structures
Introduction to prestressed concrete structures
 
ANALYSIS & DESIGN ASPECTS OF PRE-STRESSED MEMBERS USING F.R.P. TENDONS
ANALYSIS & DESIGN ASPECTS OF PRE-STRESSED MEMBERS USING F.R.P. TENDONSANALYSIS & DESIGN ASPECTS OF PRE-STRESSED MEMBERS USING F.R.P. TENDONS
ANALYSIS & DESIGN ASPECTS OF PRE-STRESSED MEMBERS USING F.R.P. TENDONS
 
Prestress concrete
Prestress concretePrestress concrete
Prestress concrete
 
Losses in prestress [autosaved]
Losses in prestress [autosaved]Losses in prestress [autosaved]
Losses in prestress [autosaved]
 
Prestressed Concrete Structures
Prestressed Concrete Structures Prestressed Concrete Structures
Prestressed Concrete Structures
 
Advantages and types of prestressing
Advantages and types of prestressingAdvantages and types of prestressing
Advantages and types of prestressing
 
Loss of pre stress in pre-stressed concrete
Loss of pre stress in pre-stressed concrete Loss of pre stress in pre-stressed concrete
Loss of pre stress in pre-stressed concrete
 
Shear in prestress concrete
Shear in prestress concreteShear in prestress concrete
Shear in prestress concrete
 

Viewers also liked

IDOS CORP internship - my experience vinay
IDOS CORP internship - my experience vinayIDOS CORP internship - my experience vinay
IDOS CORP internship - my experience vinay
Vinay Kumar
 
2051226.Evans_EconDev_report_f1[1]
2051226.Evans_EconDev_report_f1[1]2051226.Evans_EconDev_report_f1[1]
2051226.Evans_EconDev_report_f1[1]
Seth McKinney, MPA
 
Art n design education contemporary
Art n design education contemporaryArt n design education contemporary
Art n design education contemporary
Thirah Dehearty
 
Power point wiki (sherlock holmes)
Power point wiki (sherlock holmes)Power point wiki (sherlock holmes)
Power point wiki (sherlock holmes)
Irene Pastor Budia
 
journal3#The art of creative teaching implications for higher education
journal3#The art of creative teaching implications for higher educationjournal3#The art of creative teaching implications for higher education
journal3#The art of creative teaching implications for higher education
Thirah Dehearty
 
journal2#Creativity and art education
journal2#Creativity and art educationjournal2#Creativity and art education
journal2#Creativity and art education
Thirah Dehearty
 
Contemporary artists utilizing news media: Appropriation,criticism, and activ...
Contemporary artists utilizing news media: Appropriation,criticism, and activ...Contemporary artists utilizing news media: Appropriation,criticism, and activ...
Contemporary artists utilizing news media: Appropriation,criticism, and activ...
Thirah Dehearty
 
Furry friends pet sitting
Furry friends pet sittingFurry friends pet sitting
Furry friends pet sitting
Lydia Key Rouse
 
Silent Way PBI unit 5
Silent Way PBI unit 5Silent Way PBI unit 5
Silent Way PBI unit 5
fahri88
 
Trabajo final emprendimiento f
Trabajo final   emprendimiento fTrabajo final   emprendimiento f
Trabajo final emprendimiento f
Mariana Arango
 

Viewers also liked (19)

IDOS CORP internship - my experience vinay
IDOS CORP internship - my experience vinayIDOS CORP internship - my experience vinay
IDOS CORP internship - my experience vinay
 
Bio takara company profile
Bio takara company profileBio takara company profile
Bio takara company profile
 
2051226.Evans_EconDev_report_f1[1]
2051226.Evans_EconDev_report_f1[1]2051226.Evans_EconDev_report_f1[1]
2051226.Evans_EconDev_report_f1[1]
 
Pressure
PressurePressure
Pressure
 
Art n design education contemporary
Art n design education contemporaryArt n design education contemporary
Art n design education contemporary
 
Power point wiki (sherlock holmes)
Power point wiki (sherlock holmes)Power point wiki (sherlock holmes)
Power point wiki (sherlock holmes)
 
Summer15
Summer15Summer15
Summer15
 
ahmed-Elbatrawy_cv
ahmed-Elbatrawy_cvahmed-Elbatrawy_cv
ahmed-Elbatrawy_cv
 
journal3#The art of creative teaching implications for higher education
journal3#The art of creative teaching implications for higher educationjournal3#The art of creative teaching implications for higher education
journal3#The art of creative teaching implications for higher education
 
journal2#Creativity and art education
journal2#Creativity and art educationjournal2#Creativity and art education
journal2#Creativity and art education
 
Step into Spring Garden Tour and Workshop
Step into Spring Garden Tour and WorkshopStep into Spring Garden Tour and Workshop
Step into Spring Garden Tour and Workshop
 
Contemporary artists utilizing news media: Appropriation,criticism, and activ...
Contemporary artists utilizing news media: Appropriation,criticism, and activ...Contemporary artists utilizing news media: Appropriation,criticism, and activ...
Contemporary artists utilizing news media: Appropriation,criticism, and activ...
 
BrightGen's Winter 14 Salesforce Release Webinar
BrightGen's Winter 14 Salesforce Release WebinarBrightGen's Winter 14 Salesforce Release Webinar
BrightGen's Winter 14 Salesforce Release Webinar
 
Jomblo
JombloJomblo
Jomblo
 
Furry friends pet sitting
Furry friends pet sittingFurry friends pet sitting
Furry friends pet sitting
 
Bijak
BijakBijak
Bijak
 
Linux
LinuxLinux
Linux
 
Silent Way PBI unit 5
Silent Way PBI unit 5Silent Way PBI unit 5
Silent Way PBI unit 5
 
Trabajo final emprendimiento f
Trabajo final   emprendimiento fTrabajo final   emprendimiento f
Trabajo final emprendimiento f
 

Similar to 10.01.03.056

Behaviour of Cocktail Fibre
Behaviour of Cocktail Fibre Behaviour of Cocktail Fibre
Behaviour of Cocktail Fibre
Md Hussain
 
Chapter 8 mechanical failure
Chapter 8 mechanical failureChapter 8 mechanical failure
Chapter 8 mechanical failure
Meelu Qazi
 

Similar to 10.01.03.056 (20)

Unit IV composite beams and continuous beams
Unit IV composite beams and continuous beamsUnit IV composite beams and continuous beams
Unit IV composite beams and continuous beams
 
Prestressed concrete structures
Prestressed concrete structuresPrestressed concrete structures
Prestressed concrete structures
 
05 compression members (1)
05 compression members (1)05 compression members (1)
05 compression members (1)
 
Infilled frame,a type of tubular frame structural system
Infilled frame,a type of tubular frame structural systemInfilled frame,a type of tubular frame structural system
Infilled frame,a type of tubular frame structural system
 
Lec03 Flexural Behavior of RC Beams (Reinforced Concrete Design I & Prof. Abd...
Lec03 Flexural Behavior of RC Beams (Reinforced Concrete Design I & Prof. Abd...Lec03 Flexural Behavior of RC Beams (Reinforced Concrete Design I & Prof. Abd...
Lec03 Flexural Behavior of RC Beams (Reinforced Concrete Design I & Prof. Abd...
 
4-flexuralbehaviorofrcbeams-170818223637.pdf
4-flexuralbehaviorofrcbeams-170818223637.pdf4-flexuralbehaviorofrcbeams-170818223637.pdf
4-flexuralbehaviorofrcbeams-170818223637.pdf
 
Chapter 6 Failure.pptx
Chapter 6 Failure.pptxChapter 6 Failure.pptx
Chapter 6 Failure.pptx
 
37467305 torsion-design-of-beam
37467305 torsion-design-of-beam37467305 torsion-design-of-beam
37467305 torsion-design-of-beam
 
RCD-Lecture 6-4.pdf
RCD-Lecture 6-4.pdfRCD-Lecture 6-4.pdf
RCD-Lecture 6-4.pdf
 
Cracking in Reinforced Concrete Flexural Members (by Robin)
Cracking in Reinforced Concrete Flexural Members (by Robin)Cracking in Reinforced Concrete Flexural Members (by Robin)
Cracking in Reinforced Concrete Flexural Members (by Robin)
 
Prestressed concrete
Prestressed concretePrestressed concrete
Prestressed concrete
 
ali daabool almayalee
ali daabool almayaleeali daabool almayalee
ali daabool almayalee
 
Behaviour of Cocktail Fibre
Behaviour of Cocktail Fibre Behaviour of Cocktail Fibre
Behaviour of Cocktail Fibre
 
PSC Design and construction.ppt
PSC Design and construction.pptPSC Design and construction.ppt
PSC Design and construction.ppt
 
Reasons why building collapse
Reasons why building collapse Reasons why building collapse
Reasons why building collapse
 
seismic behaviour of beam column joint
seismic behaviour of beam column jointseismic behaviour of beam column joint
seismic behaviour of beam column joint
 
Chapter 8 mechanical failure
Chapter 8 mechanical failureChapter 8 mechanical failure
Chapter 8 mechanical failure
 
Intze PPT
Intze PPTIntze PPT
Intze PPT
 
COMPOSITE BEAMS.pdf
COMPOSITE BEAMS.pdfCOMPOSITE BEAMS.pdf
COMPOSITE BEAMS.pdf
 
PrestressedConcrete.pptx
PrestressedConcrete.pptxPrestressedConcrete.pptx
PrestressedConcrete.pptx
 

10.01.03.056

  • 1. Ahsanullah University Of Science and Technology Department Of Civil Engineering CE-418 Prestressed Concrete and Design Sessional
  • 2. Presented By Name : Md. Kamrul islam Roll : 10.01.03.056 Section : A
  • 4. What is Punching Shear? Punching Shear  Punching shear is a type of failure of reinforced concrete slabs subjected to high localized forces. In flat slab structures this occurs at column support points. The failure is due to shear  The shear stress calculated by dividing the load on a column by the product of its perimeter and the thickness of the base or cap, or by the product of the perimeter taken at one-half the slab thickness away from the column and the thickness of the base or cap.
  • 5. Punching shear in concrete slabs is a problem Punching shear in concrete slabs is a serious problem in certain structural systems, such as flat slabs
  • 9. Bearing stress • Bearing stress is a compressive stress applied to the contact surface between two connecting members. This stress can commonly be found on a pin & hole connection. • Like general stress, bearing stress is not evenly uniform over the cross-sectional area but is generally assumed for simplicity. • The average bearing stress is the force pushing against a structure divided by the area. Exact bearing stress is more complicated. Experiments have shown that the bearing stress distribution is more elliptical shaped and not uniform.
  • 10. Bearing Stress Equation σavg=P/A σ avg – Stress (Average) P – Applied Load A – Cross-Sectional Area (Preload) Bearing Stress Bearing stress is a normal stress, not a shearing stress.