SlideShare a Scribd company logo
1 of 25
2E4: SOLIDS & STRUCTURES
Lecture 16
Dr. Bidisha Ghosh
Notes:
http://www.tcd.ie/civileng/Staff/Bidisha.Ghosh/
Solids & Structures
Types of Loading
There are four basic types of loading (in order of complexity).
•Tension
•Compression
•Torsion
•Bending
Sometimes, two or more basic types of loading can act
simultaneously on a member of a structure or machine.
This is a compression testing machine.
The different members are under different types of
loading.
1. The specimen tested is under compression.
2. The two side bars (N) are under tension.
3. The screw is subjected to twist or torsion.
4. The crosshead is under bending.
Types of Loading
Dead Loads : The dead load are the external loads that are
relatively constant over time, including the weight of the structure
itself.
Live Loads: Loads that work over shorter durations, such as,
weight of human beings, furniture, impact loading etc.
Environmental Load (Wind Loads, Snow Loads,
Earthquake Loads etc.) :
When structures block the flow of wind, the wind’s kinetic energy
is converted into potential energy of pressure, which causes a
wind loading.
Earthquakes produce loadings on structure through its
interaction with the ground and its response characteristics.
Other Loads (Hydrostatic and soil pressure etc.): When
structures are used to retain water, soil, or granular materials, the
pressure developed by these loadings becomes an important
criterion for their design.
How things fail?
Buckling
How things fail?
Tension
How things fail?
Compression
How things fail?
Bending
How things fail?
Shear
How things fail?
Corrosion
How things fail?
Fatigue
How things fail?
Torsion
Concepts of Design
Main concept of design,
Load< resistance
There are mainly two types of design concepts:
1. Allowable Stress Method
This is also known as working stress method.
2. Load and Resistance Factor Design
This is also known as Limit State Design Method.
Allowable Stress Design (ASD)
Allowable stress
Structures/machines are designed for stress below yield stress
or their ultimate strength to increase safety.
How?
Stress due to loading <= factor of safety*yield
stress
Working Stress Design (WSD)
Each material has some ultimate strength. But it is unsafe to load
a material to its ultimate strength as there can be uncertainties
regarding:
• „The quality of manufacture(fabrication / erection /
workmanship, etc.)
• Load may be greater than anticipated
• „Material may be defective (existence of micro cracks fatigue
etc.)
• Other unforeseen situation (calculation errors, etc.)
•In this case, the design stress (specifying the
strength of the material) is reduced from the yield or
other specified maximum to get the “allowable stress”
.
•Based on yield stress (elastic material) (2/3rd of yield
stress) or other predetermined strain amount (for an
inelastic material—e.g. for concrete, the stress at a
Factor of Safety
Stress due to loading <= factor of safety*yield
stress
Factor of safety (FS),
, (for stresses)
, (for loads)
failure failure
actual actual
failure failure
actual actual
or
P V
or
P V
 
 
   
   
Load and Resistance Factor Design
This concept is based on the ultimate strength of materials.
Instead of reducing the material strength, factors are used for
accounting for uncertainty in the load and the material
resistance.
Factors are applied to increase load and to decreases
resistance,
Factored load ≤ factored strength
∑ (Loads × load factors) ≤ resistance × resistance factors
Load factors: e.g., 1.4xDL + 1.7xLL (for concrete design)
Resistance factors: 0.9xStrength of tension member
• More rational and complex approach.
• Started with concrete design, but now has been taken up by
steel and more recently for designing wood.
Load vs. Deformation
FOS1
FOS1
FOS1
FOS1
FOS2
Types of Bolt Joint
Lap joint
Butt joint
FOS2
Double shear in 4 bolts on each side.
Hence, 4*2*shear force on each bolt surface = P
Shear stress should be calculated using FS.
Then allowable shear stress should be multiplied with
area of bolt.
Moment of Inertia

More Related Content

What's hot

Design of steel structures Introduction
Design of steel structures IntroductionDesign of steel structures Introduction
Design of steel structures IntroductionPrakash Kumar Sekar
 
Limit state, working stress, ultimate load method - Detailed Concept
Limit state, working stress, ultimate load method - Detailed ConceptLimit state, working stress, ultimate load method - Detailed Concept
Limit state, working stress, ultimate load method - Detailed ConceptCivil Insider
 
Design of Reinforced Concrete Structure (IS 456:2000)
Design of Reinforced Concrete Structure (IS 456:2000)Design of Reinforced Concrete Structure (IS 456:2000)
Design of Reinforced Concrete Structure (IS 456:2000)MachenLink
 
Pre stressed concrete Bridge
Pre stressed concrete BridgePre stressed concrete Bridge
Pre stressed concrete BridgeShubham Das
 
Ductile detailing IS 13920
Ductile detailing IS 13920Ductile detailing IS 13920
Ductile detailing IS 13920INTEZAAR ALAM
 
Seismic Design Of Structures Project
Seismic Design Of Structures ProjectSeismic Design Of Structures Project
Seismic Design Of Structures ProjectGunjan Shetye
 
Civil Design of Structures -WSM & LSM
Civil Design of Structures -WSM & LSMCivil Design of Structures -WSM & LSM
Civil Design of Structures -WSM & LSMSHAZEBALIKHAN1
 
Design of purlins
Design of purlinsDesign of purlins
Design of purlinsbeqs
 
Redistribution of moments-Part-1
Redistribution of moments-Part-1Redistribution of moments-Part-1
Redistribution of moments-Part-1Subhash Patankar
 

What's hot (20)

Shear wall and its design guidelines
Shear wall and its design guidelinesShear wall and its design guidelines
Shear wall and its design guidelines
 
Design of steel structures Introduction
Design of steel structures IntroductionDesign of steel structures Introduction
Design of steel structures Introduction
 
Types of laods
Types of laodsTypes of laods
Types of laods
 
Water tank design ppt
Water tank design pptWater tank design ppt
Water tank design ppt
 
Limit state, working stress, ultimate load method - Detailed Concept
Limit state, working stress, ultimate load method - Detailed ConceptLimit state, working stress, ultimate load method - Detailed Concept
Limit state, working stress, ultimate load method - Detailed Concept
 
Design of Reinforced Concrete Structure (IS 456:2000)
Design of Reinforced Concrete Structure (IS 456:2000)Design of Reinforced Concrete Structure (IS 456:2000)
Design of Reinforced Concrete Structure (IS 456:2000)
 
Bolted connections
Bolted connectionsBolted connections
Bolted connections
 
Cofferdam
CofferdamCofferdam
Cofferdam
 
Types of trusses
Types of trussesTypes of trusses
Types of trusses
 
Pre stressed concrete Bridge
Pre stressed concrete BridgePre stressed concrete Bridge
Pre stressed concrete Bridge
 
Compression member
Compression memberCompression member
Compression member
 
Ductile detailing IS 13920
Ductile detailing IS 13920Ductile detailing IS 13920
Ductile detailing IS 13920
 
Truss
Truss  Truss
Truss
 
column and strut difference between them
column and strut difference between  themcolumn and strut difference between  them
column and strut difference between them
 
Rivet connection
Rivet connectionRivet connection
Rivet connection
 
Seismic Design Of Structures Project
Seismic Design Of Structures ProjectSeismic Design Of Structures Project
Seismic Design Of Structures Project
 
Ductile detailing
Ductile detailingDuctile detailing
Ductile detailing
 
Civil Design of Structures -WSM & LSM
Civil Design of Structures -WSM & LSMCivil Design of Structures -WSM & LSM
Civil Design of Structures -WSM & LSM
 
Design of purlins
Design of purlinsDesign of purlins
Design of purlins
 
Redistribution of moments-Part-1
Redistribution of moments-Part-1Redistribution of moments-Part-1
Redistribution of moments-Part-1
 

Similar to Design concepts

L17 : Analysis of Indeterminate
L17 : Analysis of Indeterminate L17 : Analysis of Indeterminate
L17 : Analysis of Indeterminate Dr. OmPrakash
 
Design of Machine Elements 2 mark Question and Answers
Design of Machine Elements 2  mark Question and AnswersDesign of Machine Elements 2  mark Question and Answers
Design of Machine Elements 2 mark Question and Answersbaskaransece
 
MET 304 Load stress and_failure
MET 304 Load stress and_failureMET 304 Load stress and_failure
MET 304 Load stress and_failurehotman1991
 
1 General Properties of Materials
1  General Properties of Materials1  General Properties of Materials
1 General Properties of MaterialsSiniša Prvanov
 
Types of Gravitational Loads And Forces
Types of Gravitational Loads And ForcesTypes of Gravitational Loads And Forces
Types of Gravitational Loads And ForcesManvinder Kingra
 
Fracture-Toughness-and-FATIGUE-AND-Engineering-MAterials-1.pptx
Fracture-Toughness-and-FATIGUE-AND-Engineering-MAterials-1.pptxFracture-Toughness-and-FATIGUE-AND-Engineering-MAterials-1.pptx
Fracture-Toughness-and-FATIGUE-AND-Engineering-MAterials-1.pptxJelyTaburnalBermundo
 
Introduction to Design.pptx
Introduction to Design.pptxIntroduction to Design.pptx
Introduction to Design.pptxNigussieAdem2
 
Stress and Strain PPT Slides.pptx
Stress and Strain PPT Slides.pptxStress and Strain PPT Slides.pptx
Stress and Strain PPT Slides.pptxhome
 
Science and properties of materials Slides.pptx
Science and properties of materials Slides.pptxScience and properties of materials Slides.pptx
Science and properties of materials Slides.pptxEmmanuelWusu1
 
Lecture 1 Stress vs. Strength.pptx
Lecture 1 Stress vs. Strength.pptxLecture 1 Stress vs. Strength.pptx
Lecture 1 Stress vs. Strength.pptxYacineHalwane
 
Ceng 5503 chapter i
Ceng 5503   chapter iCeng 5503   chapter i
Ceng 5503 chapter iseyfen
 
Const matCh 1 .pptx
Const matCh 1 .pptxConst matCh 1 .pptx
Const matCh 1 .pptxmezmurtube1
 
2a. structures, compression, torsion, shear, bending, tension, stress &amp; ...
2a. structures,  compression, torsion, shear, bending, tension, stress &amp; ...2a. structures,  compression, torsion, shear, bending, tension, stress &amp; ...
2a. structures, compression, torsion, shear, bending, tension, stress &amp; ...dean dundas
 
Design by Analysis - A general guideline for pressure vessel
Design by Analysis - A general guideline for pressure vesselDesign by Analysis - A general guideline for pressure vessel
Design by Analysis - A general guideline for pressure vesselAnalyzeForSafety
 
mechanics of materials
mechanics of materialsmechanics of materials
mechanics of materialsAzlan
 

Similar to Design concepts (20)

L17 : Analysis of Indeterminate
L17 : Analysis of Indeterminate L17 : Analysis of Indeterminate
L17 : Analysis of Indeterminate
 
Design of Machine Elements 2 mark Question and Answers
Design of Machine Elements 2  mark Question and AnswersDesign of Machine Elements 2  mark Question and Answers
Design of Machine Elements 2 mark Question and Answers
 
MET 304 Load stress and_failure
MET 304 Load stress and_failureMET 304 Load stress and_failure
MET 304 Load stress and_failure
 
22564 emd 1.3
22564 emd 1.322564 emd 1.3
22564 emd 1.3
 
1 General Properties of Materials
1  General Properties of Materials1  General Properties of Materials
1 General Properties of Materials
 
Types of Gravitational Loads And Forces
Types of Gravitational Loads And ForcesTypes of Gravitational Loads And Forces
Types of Gravitational Loads And Forces
 
mdid
mdidmdid
mdid
 
Fracture-Toughness-and-FATIGUE-AND-Engineering-MAterials-1.pptx
Fracture-Toughness-and-FATIGUE-AND-Engineering-MAterials-1.pptxFracture-Toughness-and-FATIGUE-AND-Engineering-MAterials-1.pptx
Fracture-Toughness-and-FATIGUE-AND-Engineering-MAterials-1.pptx
 
Introduction to Design.pptx
Introduction to Design.pptxIntroduction to Design.pptx
Introduction to Design.pptx
 
Stress and Strain PPT Slides.pptx
Stress and Strain PPT Slides.pptxStress and Strain PPT Slides.pptx
Stress and Strain PPT Slides.pptx
 
Science and properties of materials Slides.pptx
Science and properties of materials Slides.pptxScience and properties of materials Slides.pptx
Science and properties of materials Slides.pptx
 
Lecture 1 Stress vs. Strength.pptx
Lecture 1 Stress vs. Strength.pptxLecture 1 Stress vs. Strength.pptx
Lecture 1 Stress vs. Strength.pptx
 
Azarudin beam
Azarudin beamAzarudin beam
Azarudin beam
 
Stress strain curve
Stress strain curveStress strain curve
Stress strain curve
 
Ceng 5503 chapter i
Ceng 5503   chapter iCeng 5503   chapter i
Ceng 5503 chapter i
 
Const matCh 1 .pptx
Const matCh 1 .pptxConst matCh 1 .pptx
Const matCh 1 .pptx
 
2a. structures, compression, torsion, shear, bending, tension, stress &amp; ...
2a. structures,  compression, torsion, shear, bending, tension, stress &amp; ...2a. structures,  compression, torsion, shear, bending, tension, stress &amp; ...
2a. structures, compression, torsion, shear, bending, tension, stress &amp; ...
 
Design by Analysis - A general guideline for pressure vessel
Design by Analysis - A general guideline for pressure vesselDesign by Analysis - A general guideline for pressure vessel
Design by Analysis - A general guideline for pressure vessel
 
mechanics of materials
mechanics of materialsmechanics of materials
mechanics of materials
 
Module 3.pptx
Module 3.pptxModule 3.pptx
Module 3.pptx
 

Recently uploaded

main PPT.pptx of girls hostel security using rfid
main PPT.pptx of girls hostel security using rfidmain PPT.pptx of girls hostel security using rfid
main PPT.pptx of girls hostel security using rfidNikhilNagaraju
 
microprocessor 8085 and its interfacing
microprocessor 8085  and its interfacingmicroprocessor 8085  and its interfacing
microprocessor 8085 and its interfacingjaychoudhary37
 
Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.eptoze12
 
Call Girls Narol 7397865700 Independent Call Girls
Call Girls Narol 7397865700 Independent Call GirlsCall Girls Narol 7397865700 Independent Call Girls
Call Girls Narol 7397865700 Independent Call Girlsssuser7cb4ff
 
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...Soham Mondal
 
CCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdf
CCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdfCCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdf
CCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdfAsst.prof M.Gokilavani
 
Call Girls Delhi {Jodhpur} 9711199012 high profile service
Call Girls Delhi {Jodhpur} 9711199012 high profile serviceCall Girls Delhi {Jodhpur} 9711199012 high profile service
Call Girls Delhi {Jodhpur} 9711199012 high profile servicerehmti665
 
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝soniya singh
 
Past, Present and Future of Generative AI
Past, Present and Future of Generative AIPast, Present and Future of Generative AI
Past, Present and Future of Generative AIabhishek36461
 
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
College Call Girls Nashik Nehal 7001305949 Independent Escort Service NashikCollege Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
College Call Girls Nashik Nehal 7001305949 Independent Escort Service NashikCall Girls in Nagpur High Profile
 
What are the advantages and disadvantages of membrane structures.pptx
What are the advantages and disadvantages of membrane structures.pptxWhat are the advantages and disadvantages of membrane structures.pptx
What are the advantages and disadvantages of membrane structures.pptxwendy cai
 
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube Exchanger
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube ExchangerStudy on Air-Water & Water-Water Heat Exchange in a Finned Tube Exchanger
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube ExchangerAnamika Sarkar
 
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...VICTOR MAESTRE RAMIREZ
 
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IVHARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IVRajaP95
 
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur EscortsHigh Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escortsranjana rawat
 
Internship report on mechanical engineering
Internship report on mechanical engineeringInternship report on mechanical engineering
Internship report on mechanical engineeringmalavadedarshan25
 
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130Suhani Kapoor
 
Biology for Computer Engineers Course Handout.pptx
Biology for Computer Engineers Course Handout.pptxBiology for Computer Engineers Course Handout.pptx
Biology for Computer Engineers Course Handout.pptxDeepakSakkari2
 

Recently uploaded (20)

main PPT.pptx of girls hostel security using rfid
main PPT.pptx of girls hostel security using rfidmain PPT.pptx of girls hostel security using rfid
main PPT.pptx of girls hostel security using rfid
 
microprocessor 8085 and its interfacing
microprocessor 8085  and its interfacingmicroprocessor 8085  and its interfacing
microprocessor 8085 and its interfacing
 
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCRCall Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
 
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
 
Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.
 
Call Girls Narol 7397865700 Independent Call Girls
Call Girls Narol 7397865700 Independent Call GirlsCall Girls Narol 7397865700 Independent Call Girls
Call Girls Narol 7397865700 Independent Call Girls
 
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
 
CCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdf
CCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdfCCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdf
CCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdf
 
Call Girls Delhi {Jodhpur} 9711199012 high profile service
Call Girls Delhi {Jodhpur} 9711199012 high profile serviceCall Girls Delhi {Jodhpur} 9711199012 high profile service
Call Girls Delhi {Jodhpur} 9711199012 high profile service
 
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝
 
Past, Present and Future of Generative AI
Past, Present and Future of Generative AIPast, Present and Future of Generative AI
Past, Present and Future of Generative AI
 
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
College Call Girls Nashik Nehal 7001305949 Independent Escort Service NashikCollege Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
 
What are the advantages and disadvantages of membrane structures.pptx
What are the advantages and disadvantages of membrane structures.pptxWhat are the advantages and disadvantages of membrane structures.pptx
What are the advantages and disadvantages of membrane structures.pptx
 
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube Exchanger
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube ExchangerStudy on Air-Water & Water-Water Heat Exchange in a Finned Tube Exchanger
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube Exchanger
 
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
 
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IVHARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
 
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur EscortsHigh Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
 
Internship report on mechanical engineering
Internship report on mechanical engineeringInternship report on mechanical engineering
Internship report on mechanical engineering
 
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130
 
Biology for Computer Engineers Course Handout.pptx
Biology for Computer Engineers Course Handout.pptxBiology for Computer Engineers Course Handout.pptx
Biology for Computer Engineers Course Handout.pptx
 

Design concepts

  • 1. 2E4: SOLIDS & STRUCTURES Lecture 16 Dr. Bidisha Ghosh Notes: http://www.tcd.ie/civileng/Staff/Bidisha.Ghosh/ Solids & Structures
  • 2. Types of Loading There are four basic types of loading (in order of complexity). •Tension •Compression •Torsion •Bending Sometimes, two or more basic types of loading can act simultaneously on a member of a structure or machine. This is a compression testing machine. The different members are under different types of loading. 1. The specimen tested is under compression. 2. The two side bars (N) are under tension. 3. The screw is subjected to twist or torsion. 4. The crosshead is under bending.
  • 3. Types of Loading Dead Loads : The dead load are the external loads that are relatively constant over time, including the weight of the structure itself. Live Loads: Loads that work over shorter durations, such as, weight of human beings, furniture, impact loading etc. Environmental Load (Wind Loads, Snow Loads, Earthquake Loads etc.) : When structures block the flow of wind, the wind’s kinetic energy is converted into potential energy of pressure, which causes a wind loading. Earthquakes produce loadings on structure through its interaction with the ground and its response characteristics. Other Loads (Hydrostatic and soil pressure etc.): When structures are used to retain water, soil, or granular materials, the pressure developed by these loadings becomes an important criterion for their design.
  • 12. Concepts of Design Main concept of design, Load< resistance There are mainly two types of design concepts: 1. Allowable Stress Method This is also known as working stress method. 2. Load and Resistance Factor Design This is also known as Limit State Design Method.
  • 13. Allowable Stress Design (ASD) Allowable stress Structures/machines are designed for stress below yield stress or their ultimate strength to increase safety. How? Stress due to loading <= factor of safety*yield stress
  • 14. Working Stress Design (WSD) Each material has some ultimate strength. But it is unsafe to load a material to its ultimate strength as there can be uncertainties regarding: • „The quality of manufacture(fabrication / erection / workmanship, etc.) • Load may be greater than anticipated • „Material may be defective (existence of micro cracks fatigue etc.) • Other unforeseen situation (calculation errors, etc.) •In this case, the design stress (specifying the strength of the material) is reduced from the yield or other specified maximum to get the “allowable stress” . •Based on yield stress (elastic material) (2/3rd of yield stress) or other predetermined strain amount (for an inelastic material—e.g. for concrete, the stress at a
  • 15. Factor of Safety Stress due to loading <= factor of safety*yield stress Factor of safety (FS), , (for stresses) , (for loads) failure failure actual actual failure failure actual actual or P V or P V            
  • 16. Load and Resistance Factor Design This concept is based on the ultimate strength of materials. Instead of reducing the material strength, factors are used for accounting for uncertainty in the load and the material resistance. Factors are applied to increase load and to decreases resistance, Factored load ≤ factored strength ∑ (Loads × load factors) ≤ resistance × resistance factors Load factors: e.g., 1.4xDL + 1.7xLL (for concrete design) Resistance factors: 0.9xStrength of tension member • More rational and complex approach. • Started with concrete design, but now has been taken up by steel and more recently for designing wood.
  • 18. FOS1
  • 19. FOS1
  • 20. FOS1
  • 21. FOS1
  • 22. FOS2
  • 23. Types of Bolt Joint Lap joint Butt joint
  • 24. FOS2 Double shear in 4 bolts on each side. Hence, 4*2*shear force on each bolt surface = P Shear stress should be calculated using FS. Then allowable shear stress should be multiplied with area of bolt.