Submit Search
Upload
COMPARISON BETWEEN VARIOUS STEEL SECTION BY USING IS CODE AND EURO CODE
•
0 likes
•
20 views
IRJET Journal
Follow
https://www.irjet.net/archives/V10/i6/IRJET-V10I6168.pdf
Read less
Read more
Engineering
Report
Share
Report
Share
1 of 9
Download now
Download to read offline
Recommended
IRJET - Design and Analysis of Residential Institute Building
IRJET - Design and Analysis of Residential Institute Building
IRJET Journal
Design of Various Types of Industrial Buildings and Their Comparison
Design of Various Types of Industrial Buildings and Their Comparison
IRJESJOURNAL
FE Analysis of Bolted Connections for Wind Turbine Towers by Yadneshwar S. Joshi
FE Analysis of Bolted Connections for Wind Turbine Towers by Yadneshwar S. Joshi
Yadneshwar Joshi
Analysis of industrial shed
Analysis of industrial shed
CADmantra Technologies
Wind-Analysis-Building Sdas.ppt
Wind-Analysis-Building Sdas.ppt
Sougata Das
Design of manual solar tracking system wps
Design of manual solar tracking system wps
Microware Technologies Private Limited
Design of Bioclimatic Structure with Insulation of Cavity Wall
Design of Bioclimatic Structure with Insulation of Cavity Wall
IRJET Journal
Passive Cooling Design Feature for Energy Efficient in PERI Auditorium
Passive Cooling Design Feature for Energy Efficient in PERI Auditorium
IRJET Journal
Recommended
IRJET - Design and Analysis of Residential Institute Building
IRJET - Design and Analysis of Residential Institute Building
IRJET Journal
Design of Various Types of Industrial Buildings and Their Comparison
Design of Various Types of Industrial Buildings and Their Comparison
IRJESJOURNAL
FE Analysis of Bolted Connections for Wind Turbine Towers by Yadneshwar S. Joshi
FE Analysis of Bolted Connections for Wind Turbine Towers by Yadneshwar S. Joshi
Yadneshwar Joshi
Analysis of industrial shed
Analysis of industrial shed
CADmantra Technologies
Wind-Analysis-Building Sdas.ppt
Wind-Analysis-Building Sdas.ppt
Sougata Das
Design of manual solar tracking system wps
Design of manual solar tracking system wps
Microware Technologies Private Limited
Design of Bioclimatic Structure with Insulation of Cavity Wall
Design of Bioclimatic Structure with Insulation of Cavity Wall
IRJET Journal
Passive Cooling Design Feature for Energy Efficient in PERI Auditorium
Passive Cooling Design Feature for Energy Efficient in PERI Auditorium
IRJET Journal
Analysis, Design, and Estimation of Multi-Storied Institutional Building by u...
Analysis, Design, and Estimation of Multi-Storied Institutional Building by u...
IRJET Journal
IRJET- Codal Comparison of IS-875 (Part 3) 1987 and IS-875 (Part 3) 2015 for ...
IRJET- Codal Comparison of IS-875 (Part 3) 1987 and IS-875 (Part 3) 2015 for ...
IRJET Journal
Tranformer Design
Tranformer Design
Arnab Nandi
IRJET- Planning and Design of Container Terminal
IRJET- Planning and Design of Container Terminal
IRJET Journal
Structural Design
Structural Design
Vj NiroSh
project ppt 2 pdf.pdf
project ppt 2 pdf.pdf
KarthikMasky
4998 1
4998 1
Boopathi Yoganathan
Wind analysis of building
Wind analysis of building
hassaanbasha
presentation_41.pptx
presentation_41.pptx
ShathaTaha2
Cost Optimization of a Tubular Steel Truss Using Limit State Method of Design
Cost Optimization of a Tubular Steel Truss Using Limit State Method of Design
IJERA Editor
IRJET- Comparative Study of Performance of 60 Storey Steel Buildings with...
IRJET- Comparative Study of Performance of 60 Storey Steel Buildings with...
IRJET Journal
Mechanical Design and Analysis of Steel Stack by Varying its Height with Cons...
Mechanical Design and Analysis of Steel Stack by Varying its Height with Cons...
IRJET Journal
IRJET- Analysis of Diagrid Structure
IRJET- Analysis of Diagrid Structure
IRJET Journal
IRJET- Planning, Analysis and Designing of Cantilever Residential Building
IRJET- Planning, Analysis and Designing of Cantilever Residential Building
IRJET Journal
Steel Warehouse Project
Steel Warehouse Project
Jawad Shaukat
Fire Resistance of Materials & Structures - Analysing the Steel Structure
Fire Resistance of Materials & Structures - Analysing the Steel Structure
Arshia Mousavi
Mini Project - STRUCTURAL-ANALYSIS-AND-MATERIAL-SELECTION
Mini Project - STRUCTURAL-ANALYSIS-AND-MATERIAL-SELECTION
dna1992
IRJET- Securing an IoT Based Home using Digital Image Processing and an Andro...
IRJET- Securing an IoT Based Home using Digital Image Processing and an Andro...
IRJET Journal
IRJET- Effect of Bracing Pattern on the L Shape of RCC Tall Building due to W...
IRJET- Effect of Bracing Pattern on the L Shape of RCC Tall Building due to W...
IRJET Journal
Design of Steel Grillage Foundation for an Auditorium
Design of Steel Grillage Foundation for an Auditorium
IRJET Journal
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
IRJET Journal
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
IRJET Journal
More Related Content
Similar to COMPARISON BETWEEN VARIOUS STEEL SECTION BY USING IS CODE AND EURO CODE
Analysis, Design, and Estimation of Multi-Storied Institutional Building by u...
Analysis, Design, and Estimation of Multi-Storied Institutional Building by u...
IRJET Journal
IRJET- Codal Comparison of IS-875 (Part 3) 1987 and IS-875 (Part 3) 2015 for ...
IRJET- Codal Comparison of IS-875 (Part 3) 1987 and IS-875 (Part 3) 2015 for ...
IRJET Journal
Tranformer Design
Tranformer Design
Arnab Nandi
IRJET- Planning and Design of Container Terminal
IRJET- Planning and Design of Container Terminal
IRJET Journal
Structural Design
Structural Design
Vj NiroSh
project ppt 2 pdf.pdf
project ppt 2 pdf.pdf
KarthikMasky
4998 1
4998 1
Boopathi Yoganathan
Wind analysis of building
Wind analysis of building
hassaanbasha
presentation_41.pptx
presentation_41.pptx
ShathaTaha2
Cost Optimization of a Tubular Steel Truss Using Limit State Method of Design
Cost Optimization of a Tubular Steel Truss Using Limit State Method of Design
IJERA Editor
IRJET- Comparative Study of Performance of 60 Storey Steel Buildings with...
IRJET- Comparative Study of Performance of 60 Storey Steel Buildings with...
IRJET Journal
Mechanical Design and Analysis of Steel Stack by Varying its Height with Cons...
Mechanical Design and Analysis of Steel Stack by Varying its Height with Cons...
IRJET Journal
IRJET- Analysis of Diagrid Structure
IRJET- Analysis of Diagrid Structure
IRJET Journal
IRJET- Planning, Analysis and Designing of Cantilever Residential Building
IRJET- Planning, Analysis and Designing of Cantilever Residential Building
IRJET Journal
Steel Warehouse Project
Steel Warehouse Project
Jawad Shaukat
Fire Resistance of Materials & Structures - Analysing the Steel Structure
Fire Resistance of Materials & Structures - Analysing the Steel Structure
Arshia Mousavi
Mini Project - STRUCTURAL-ANALYSIS-AND-MATERIAL-SELECTION
Mini Project - STRUCTURAL-ANALYSIS-AND-MATERIAL-SELECTION
dna1992
IRJET- Securing an IoT Based Home using Digital Image Processing and an Andro...
IRJET- Securing an IoT Based Home using Digital Image Processing and an Andro...
IRJET Journal
IRJET- Effect of Bracing Pattern on the L Shape of RCC Tall Building due to W...
IRJET- Effect of Bracing Pattern on the L Shape of RCC Tall Building due to W...
IRJET Journal
Design of Steel Grillage Foundation for an Auditorium
Design of Steel Grillage Foundation for an Auditorium
IRJET Journal
Similar to COMPARISON BETWEEN VARIOUS STEEL SECTION BY USING IS CODE AND EURO CODE
(20)
Analysis, Design, and Estimation of Multi-Storied Institutional Building by u...
Analysis, Design, and Estimation of Multi-Storied Institutional Building by u...
IRJET- Codal Comparison of IS-875 (Part 3) 1987 and IS-875 (Part 3) 2015 for ...
IRJET- Codal Comparison of IS-875 (Part 3) 1987 and IS-875 (Part 3) 2015 for ...
Tranformer Design
Tranformer Design
IRJET- Planning and Design of Container Terminal
IRJET- Planning and Design of Container Terminal
Structural Design
Structural Design
project ppt 2 pdf.pdf
project ppt 2 pdf.pdf
4998 1
4998 1
Wind analysis of building
Wind analysis of building
presentation_41.pptx
presentation_41.pptx
Cost Optimization of a Tubular Steel Truss Using Limit State Method of Design
Cost Optimization of a Tubular Steel Truss Using Limit State Method of Design
IRJET- Comparative Study of Performance of 60 Storey Steel Buildings with...
IRJET- Comparative Study of Performance of 60 Storey Steel Buildings with...
Mechanical Design and Analysis of Steel Stack by Varying its Height with Cons...
Mechanical Design and Analysis of Steel Stack by Varying its Height with Cons...
IRJET- Analysis of Diagrid Structure
IRJET- Analysis of Diagrid Structure
IRJET- Planning, Analysis and Designing of Cantilever Residential Building
IRJET- Planning, Analysis and Designing of Cantilever Residential Building
Steel Warehouse Project
Steel Warehouse Project
Fire Resistance of Materials & Structures - Analysing the Steel Structure
Fire Resistance of Materials & Structures - Analysing the Steel Structure
Mini Project - STRUCTURAL-ANALYSIS-AND-MATERIAL-SELECTION
Mini Project - STRUCTURAL-ANALYSIS-AND-MATERIAL-SELECTION
IRJET- Securing an IoT Based Home using Digital Image Processing and an Andro...
IRJET- Securing an IoT Based Home using Digital Image Processing and an Andro...
IRJET- Effect of Bracing Pattern on the L Shape of RCC Tall Building due to W...
IRJET- Effect of Bracing Pattern on the L Shape of RCC Tall Building due to W...
Design of Steel Grillage Foundation for an Auditorium
Design of Steel Grillage Foundation for an Auditorium
More from IRJET Journal
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
IRJET Journal
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
IRJET Journal
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
IRJET Journal
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
IRJET Journal
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
IRJET Journal
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
IRJET Journal
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
IRJET Journal
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
IRJET Journal
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
IRJET Journal
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
IRJET Journal
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
IRJET Journal
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
IRJET Journal
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
IRJET Journal
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
IRJET Journal
React based fullstack edtech web application
React based fullstack edtech web application
IRJET Journal
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
IRJET Journal
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
IRJET Journal
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
IRJET Journal
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
IRJET Journal
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
IRJET Journal
More from IRJET Journal
(20)
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
React based fullstack edtech web application
React based fullstack edtech web application
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Recently uploaded
microprocessor 8085 and its interfacing
microprocessor 8085 and its interfacing
jaychoudhary37
Current Transformer Drawing and GTP for MSETCL
Current Transformer Drawing and GTP for MSETCL
DeelipZope
Architect Hassan Khalil Portfolio for 2024
Architect Hassan Khalil Portfolio for 2024
hassan khalil
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
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
KurinjimalarL3
Application of Residue Theorem to evaluate real integrations.pptx
Application of Residue Theorem to evaluate real integrations.pptx
959SahilShah
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
RajaP95
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptx
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptx
João Esperancinha
Heart Disease Prediction using machine learning.pptx
Heart Disease Prediction using machine learning.pptx
PoojaBan
Artificial-Intelligence-in-Electronics (K).pptx
Artificial-Intelligence-in-Electronics (K).pptx
britheesh05
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
Call Girls in Nagpur High Profile
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
9953056974 Low Rate Call Girls In Saket, Delhi NCR
IVE Industry Focused Event - Defence Sector 2024
IVE Industry Focused Event - Defence Sector 2024
Mark Billinghurst
Call Girls Narol 7397865700 Independent Call Girls
Call Girls Narol 7397865700 Independent Call Girls
ssuser7cb4ff
Internship report on mechanical engineering
Internship report on mechanical engineering
malavadedarshan25
Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.
eptoze12
Microscopic Analysis of Ceramic Materials.pptx
Microscopic Analysis of Ceramic Materials.pptx
purnimasatapathy1234
Introduction to Microprocesso programming and interfacing.pptx
Introduction to Microprocesso programming and interfacing.pptx
vipinkmenon1
Gfe Mayur Vihar Call Girls Service WhatsApp -> 9999965857 Available 24x7 ^ De...
Gfe Mayur Vihar Call Girls Service WhatsApp -> 9999965857 Available 24x7 ^ De...
srsj9000
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
9953056974 Low Rate Call Girls In Saket, Delhi NCR
Recently uploaded
(20)
microprocessor 8085 and its interfacing
microprocessor 8085 and its interfacing
Current Transformer Drawing and GTP for MSETCL
Current Transformer Drawing and GTP for MSETCL
Architect Hassan Khalil Portfolio for 2024
Architect Hassan Khalil Portfolio for 2024
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
Application of Residue Theorem to evaluate real integrations.pptx
Application of Residue Theorem to evaluate real integrations.pptx
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptx
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptx
Heart Disease Prediction using machine learning.pptx
Heart Disease Prediction using machine learning.pptx
Artificial-Intelligence-in-Electronics (K).pptx
Artificial-Intelligence-in-Electronics (K).pptx
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
IVE Industry Focused Event - Defence Sector 2024
IVE Industry Focused Event - Defence Sector 2024
Call Girls Narol 7397865700 Independent Call Girls
Call Girls Narol 7397865700 Independent Call Girls
Internship report on mechanical engineering
Internship report on mechanical engineering
Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.
Microscopic Analysis of Ceramic Materials.pptx
Microscopic Analysis of Ceramic Materials.pptx
Introduction to Microprocesso programming and interfacing.pptx
Introduction to Microprocesso programming and interfacing.pptx
Gfe Mayur Vihar Call Girls Service WhatsApp -> 9999965857 Available 24x7 ^ De...
Gfe Mayur Vihar Call Girls Service WhatsApp -> 9999965857 Available 24x7 ^ De...
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
COMPARISON BETWEEN VARIOUS STEEL SECTION BY USING IS CODE AND EURO CODE
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 06 | June 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1101 COMPARISON BETWEEN VARIOUS STEEL SECTION BY USING IS CODE AND EURO CODE R.G. MASKE, A.V. BHANDEKAR, S.S. PHALPHALE, S.Y. SHINGADE, R.M. KAMBLE, R.A. SHIVASHARAN 1 Assistant Professor, Dept. of Civil Engineering, N.K. Orchid college of engineering and technology, Solapur, Maharashtra, India 2,3,4,5,6 Student, Dept. of Civil Engineering, N.K. Orchid college of engineering and technology, Solapur, Maharashtra, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Now days in civil field industrial development are massively growing so for that steel structure are one of the most preferable option at it has several benefits such as recyclability, prefabrication, greater strength to weight ratio, economic, time saving, and high flexural strength. For industrial shed, a roof truss of 16m x 28m having a bay spacing of 4 m with a column height of 11m is well analyzed and designed. By taking Two code reference Indian standard code 875-1987 part (I, II and III) and European standard code EN3 1993-1-1- 2005 calculation for dead load, live load and wind load are carried out manually. After the determination of load at panel and nodal point then values of load entered in software STAAD pro for analysis and design. Also along with estimation was carried out for used section. By considering Tabular section and angular section with respect to IS code and European code. After that cost comparison are performed for these sections. The aim of the project is to provide which section is economical. Key Words: STAAD Pro, Roof truss, IS code, EN code, Economical. 1.INTRODUCTION Trusses are Triangular Frame Works, consisting of Axially Loaded Members. They are more efficient in resisting external loads. They are extensively used for long spans. Design of Howe Houss Geometry of truss :- 1. Span of truss = 16 m Pitch = (1 / 5 ) Pitch = (Rise)/(Span) (1 / 5) = (Rise / 16) Rise = 3.0m 2. tan α = 3.2/(span / 2) Α = tan-1 x ( 3.2 /8 ) Α = 21.80 3. Sloping length. L = SQRT(82 + 3.22 ) L = 8.61 m Divide Sloping length. USES:- Roofs of Industrial Buildings Long Span Floors and Roofs of Multistory buildings, to resist gravity loads, Long span bridges etc. 2. LOAD CALCULATION Panel length = 8.61 / 6 = 1.44 m
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 06 | June 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1102 IS CODE A. Dead load Calculation :- Self weight of GI Sheet = 171 KN/m² Weight of purlin = 320 N/m² (200-400 N/m² ) Weight of bracing = 13 N/m² (12-15 N/m²) Now, a) self wt. of truss = ((L/ 3)+5) x 10 = ((16/ 3)+ 5) x 10 = 103.33 N/m2 b) Dead load per m² of plain area =Wt. of GI Sheet + wt. of bracing + self wt. of truss. = 171 +13 + 103.33 = 287.33 N/m² of plain area Panel length = 1.44m α = 21.80α Panel in length in plan = 1.44 x cos 21.80 = 1.33m = 1.5 m .’. Dead load on intermediate panel point = [ Dead load per m² x Panel length in plan x Spacing ] + [ Wt. of purlin x spacing of truss ] = [281.33 X 1.5 X 4] + [320 X 4 ] =3003.98 = [ Live load x Panel length in plan x spacing of truss ] = 0.48 x 1.44 x 4 = 2.76 KN .’. Live load at end panel Length = ( 2.76/ 2 ) = 1.38 KN = 3 m .’. Dead load on end panel = (3/ 2) = 1.5 KN B. Live Load Calculation :- As α = 21.80 > 10 for this truss access in not provided. As per table 2, page no.14 of IS 875 part II 1987 .’. Live load per m2 = 0.75 – 0.002 (α – 10) = 0.75 – 0.002 (21.80-10) = 0.72 KN/m2 > 0.4 KN/m2 .’. Live load of roof truss = (2/ 3) x L.L per m2 = (2/ 3) x 0.72 = 0.48 KN/m2 .’. Live load on intermediate panel point
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 06 | June 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1103 (As per IS 875 Part III, Appendix A, Page No. 53) As building situated in pune MIDC area .’. Vb= 39 m/ s 2. Risk coefficient (K1) (As per table No. 1 Page No. 11 of IS 875 part III) for all general buildings having mean probable life of 50 years. For, Vb= 39 m/ s K1 = 1 3. Terrain, Height, Structure size factor As per clause No. 5.3.2 Page No.8 (IS:815 part III) For pune MIDC area. It is terrain category III Greatest dimension of structure is 24m .’. It is class B As per table No. 2 Page No. 12 (IS: 875 Part III) Height K2 15 0.94 20 0.98 17.2 ? K₂ 0.957 4. Topography factor (K3) :- As per clause No 5.3.3.1 Page No. 12 (IS: 875 Part III) K3 = 1.0 5. Design wind speed (Vz) :- Vz = Vb x K1 x K2 x K3 = 39 x 1x 0.957 x 1 Vz = 37.323 m/ s 6. Design wind pressure (Pz) As per clause No. 5.4 Page No.12 (IS: 815 Part III) Pz = 0.6 x Vz 2 = 0.6 x 37.3232 Pz = 835.80 N/m2 7. Internal wind pressure coefficient (Cpi) :- Assume, Permeability of shed is High .’. Cpi = + 0.7 Cpi = - 0.7 8. External wind pressure coefficient (Cpe) :- As per Table No. 5 Page No.16 (IS: 875 Part III) (h/w) = 14/ 16 = 0.87 As (h/w) lies in between 1/2 < h > 3/2 Α = 21.8 deg Wind word Lee word Wind ANGULAR 0 90 0 90 Face EF EG GH FH Cpe -0.538 -0.8 -0.5 -0.638 C. Calculation of wind load :- 1. Basic Wind speed (Vb)
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 06 | June 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1104 .’. max Cpe = 0.8 .’. Max [Cpe - Cpi] Cpe- Cpi = -0.8 - 0.7 = -1.5 Cpe- Cpi = -0.8 – (-0.7) = -0.1 Max [Cpe - Cpi] = -1.5 9. Wind load on indiviual member As per clause 6.2.1 Page No. 13 (IS: 875 Part III) F = [Cpe - Cpi] A x Pz Where, A = exposed surface area. A = slopping length x spacing of Truss =8.61 X 6 A = 51.66 m .’. F= [Cpe -Cpi] A x P₂ F = 1.5 x 51.66 x 835.8 F = 64.76 KN (uplift) On one side of roof truss for intermediate panel points and two end Panel point .’. Wind load on intermediate Panel Point. (W1/2) + W1 + W1 + W1 + W1 + W1 + (W1/ 2) = 64.76 6 W1 = 64.76 W1 = 10.79 KN Wind load on end panel point (W1/ 2) = (10.79/ 2) = 5.39 KN EURO CODE A. Dead load :- Self-weight of long span aluminium roofing Sheet (0.55m guage thickness) =0.019 KN/m2 Weight of ceiling cadopt 10 mm Insulation fibre board = 0·077 KN/m² Weight of services =0.1 KN/m² Weight of purlin ( assume CH 150x75x18 kg/m) =(8x4) / (1.33x4) = 13 kg|m² = 0.132 KN/m². Self weigh of truss (assume) = 0.2 KN/m². Total dead load (qv) = 0.536 KN/m² The nodal dead load = 0.536x1.33x 4 =2.85 KN .’. At end = 2.85 / 2 = 1.42 KN
5.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 06 | June 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1105 B. Calculation of live load :- Span of roof truss = 16m Spacing of the truss = 4m Nodal spacing of the truss = 1.33 KN Category of roof :- Category H-roof not accessible except for normal maintenance and repairs ( table 6.9 EN 1991-1- 1:2001) Live load on = 0.75 KN/m². The nodal variable load (QK) = 0.75 x 1.33 x 4 = 3.99 Live load at end = 3.99 / 2 = 1.995 KN C. WIND LOAD CALCULATIONS :- Basic wind velocity = Vb = 27 m/s Terrain category = III Reference height from ground of the Examined part of the structure. = Ze = 31.6m Grze Orography factor at reference heigh (ze) = (aze) = 1.0 Terrain roughness length =Z0 = 0.5m minimum height = Zmin = 7.0m Air density =P = 1.25 kg/m³ Calculation of peak velocity pressure :- 1.Basic wind velocity :- Vb = Cdir. Cseason. Vb,0 Where, Cdir & Cseason = 1.0 ...As per EN1991-1- 4 Vb,0 = 22.5 m/s qb,0 = 0.47 KN/m² 2. Mean wind velocity :- .’. Vm = Cr(ze).Co(ze). Vb For Ze > Zmin 31.6 > 7.0 Cr (ze) = Kr.In ( Ze/Zo) =0.19 ( Zo/ Zo2 ) ^0.07 x In ( Ze / Zo) = 0.19 (0.5 / 0.05 )^0.07 x In ( 31.6 / 0.5 ) Cr (ze) = 0.926 .’. Vm = 0.926 x 1 x 22.5 Vm = 20.83 m/s 3. Wind turbulence ( Iv(Ze) ) :- For Ze > Z min Iv(Ze) = K1 / ( CO (Ze) x In(Ze/Zo) ) = 1.0 / ( 1.0 x In(31.6/0.5) In(Ze) =0.241 4. Basic velocity pressure :- qb = (1/2)x P x Vb2 = (1/2) x 1.25 x22.52x10-3 qb = 0.316 KN/m². 5. Peak velocity pressure :- qp(ze) = ( 1 +7 x In(ze) )x (1/2) x P x Vm2 = ( 1+7x0.241) x (1/2) x 1.25x10-3 x 20.832 qp(ze) = 0.728 KN/m2 The calculated value of qp(ze) corresponds to an exposure factor Cp(ze) :- Ce(ze) = qp(ze) / qb = 0.728 / 0.47 Ce(ze) = 1.54 Calculation of wind forces and pressure on the structure
6.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 06 | June 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1106 a) Wind pressure on surfaces We = qp(ze) Cpe For Cpe ( Refer section 7.2.3 to 7.2.10 and 7.3 of EN1991- 1- 4) For a > 0 = 21.80 > 0 Section 7.2.9 of EN 1991-1-4 states that cpi can be taken as the more onerous of +0.2 and -0.3 1.17-(-0.3) = 1.47 ΟR 1.17-02 = 0.97 .’. We = qp(ze) .Cpe = 0.728 x 1.17 We = 0.852 .’. Wi = qp(ze) .cpi = 0.728 x 1.47 = 1.070 b) Total wind force on structure Fw = CsCd. Cf . qp(ze) . Aref Where, value CsCd is generaly taken as 1.0 Aref = sloping length x spacing of truss. = 8.61 X.6 .’. Aref = 51.66 m .’. cf = 0.463 .’. Fw = 1 x 0.463 x 0.728 x 51.66 = 17.41 KN load on intermediate point. W = 17.41 / 6 = 2.90 KN load on end point = 2.90 / 2 = 1.45 KN 3. RESULTS INDIAN STANDARD CODE BY USING ANGULAR SECTION Table no. 3.1 (Estimation of angular section ) SR. No. Section Weight (KN/m) Total price (Rs.) 1 2 ISA 100X75X6 1.726 125780.32 2 2 ISA 80X8X06 0.791 26810.809 3 2 ISA 70X70X6 0.33 5615.3604 4 2 ISA 75X50X6 0.293 5105.4176 5 2 ISA 75X50X5 0.247 4270.2604 6 2 ISA 100X65X8 0.555 10476.278 7 2 ISA 125X75X6 0.515 9419.7974 8 2 ISA 90X60X6 0.382 7043.0088 9 ISA 20X20X3 0.009 54.008411 10 ISA 35X35X3 0.033 404.96213 11 ISA 50X50X4 0.095 1751.4367 12 ISA 65X65X5 0.205 4802.1578 13 ISA 80X80X6 0.678 35794.988 14 ISA 110X110X8 0.418 7842.7166 15 ISA 60X60X5 0.127 2007.0204 16 ISA 70X70X5 0.178 3507.252 17 ISA 100X100X6 0.451 12954.032 18 ISA 125X95X8 0.778 27187.303 Total Weight 290827.13 A ZONE F ZONE G ZONE H ZONE I ZONE J -Cpe +Cpe -Cpe +Cpe -Cpe +Cpe -Cpe +Cpe -Cpe +Cpe 15 -0.9 0.2 -1.5 0 -0.3 0.2 -0.4 0 -1.5 0 30 -1.5 0.7 -1.5 0.7 -0.2 0.4 -0.4 0 -0.5 0 21.80 -1.17 0.427 -1.5 0.317 -0.25 0.291 -0.4 0 1.047 0
7.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 06 | June 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1107 BY USING TUBULAR SECTION Table no. 3.2 ( Estimation of tubular section ) Sr. No. Section Weight (KN/m) Total price (Rs,) 1 TUBE 113X113X4.8 0.831 30486.27 2 TUBE 100X100X5.0 0.781 29560.24 3 TUBE 90X90X5.4 0.745 28618.53 4 TUBE 89X89X4.5 0.624 23617.91 5 TUBE 127X50X3.6 0.244 4318.04 6 TUBE 125X125X5.0 0.515 9796.58 7 TUBE 125X125X4.5 0.467 8883.50 8 TUBE 110X110X4.85 0.437 8568.61 9 TUBE 25X25X2.6 0.053 1124.11 10 TUBE 32x32x2.6 0.071 1517.47 11 TUBE 45x45x2.6 0.233 11026.55 12 TUBE 49x49x3.6 0.257 9079.16 13 TUBE 75x75x4.0 0.269 5880.97 14 TUBE 48x48x2.9 0.132 3038.200 15 TUBE 63x63x3.2 0.238 6729.876 16 TUBE 63x63x3.6 0.320 10996.77 17 TUBE 75x75x3.2 0.409 16653.93 Total Weight 209896.8 EUROPEN STANDARD CODE BY USING ANGULAR SECTION Table no. 3.3 ( Estimation of angular section ) SR No Section Weight (KN/m) Total price (Rs.) 1 2 L30X30X2.5 0.745 107222.36 2 L20X20X2.5 0.023 322.12 3 L25X25X2.5 0.029 406.15 4 L35X35X2.5 0.056 1024.75 5 L40X40X3 0.096 2122.82 6 L55X55X4 0.273 8809.19 7 L35X35X3 0.045 600.57 8 L50X40X3 0.069 979.02 9 L45X45X4 0.112 1916.33 10 L60X60X5 0.267 6094.13 Total Weight 129497.48 BY USING TUBULAR SECTION Table no. 3.4 ( Estimation of tubular section ) Sr. No Section Weight (KN/m) Total price (Rs.) 1 TUB 60X60X3 0.614 6004.06 2 TUB 50X50X3 0.656 6373.40 3 TUB 40X40X4 0.116 1169.87 4 TUB 50X30X3 0.095 938.28 5 TUB 40X40X3 0.373 4775.90 6 TUB 90X50X3 0.375 3957.30 7 TUB 40X40X2 0.784 6669.71 Total Weight 29888.54
8.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 06 | June 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1108 4. CONCLUSIONS Graph 4.1 ( IS Code Angular Section vs IS Code Tubular Section ) Graph 4.2 ( Euro Code Angular Section vs Euro Code Tubular Section ) Graph 4.3 ( IS Code Angular Section vs Euro Code Angular Section ) Graph 4.4 ( IS Code Tubular Section vs Euro Code Tubular Section ) In the End of this project according to above graphs we made cost comparison with respect to sections and would like to conclude the following conclusions: 1. IS Code Angular Section vs IS Code Tubular Section From graph 4.1 we compared the IS code angular section with IS code Tubular section and we get the results that angular section is costly than the tubular section. So we can prefer tubular section. 2. Euro Code Angular Section vs Euro Code Tubular Section From graph 4.2 we compared the Euro code angular section with Euro code tubular section and we get the results that angular section is much more costly than the Euro tubular section. So we can prefer tubular section. 3. IS code angular section vs Euro code angular section From graph 4.3 we compared the IS code angular section with Euro code angular section and obtain results that Euro code angular section is more economical than the IS code angular section. So we can prefer Euro code angular section.
9.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 06 | June 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1109 4. Is code tubular section vs Euro code Tubular Section From graph 4.4 we compared the IS code tubular section with Euro code tubular section and obtain results that Euro code angular section is much more economical than the IS code tubular section. So we can prefer Euro angular section. So we can conclude that tubular section is more economical then the angular section. REFERENCES 1. IS 875(Part I) – 1987: Dead Loads. Code for practice of design loads (other than earthquake) for buildings and structures. 2. IS 875(Part II) – 1987: Live Loads. Code of practice for design loads (other than earthquake) of buildings and structures. 3. IS 875(Part III) – 1987: Wind Loads. Code of practice for design loads (other than earthquake) of the buildings and structures. 4. IS 800:1984 Code of Practice (First Revision) for General Construction in Steel 5. EN 3: 1993 Code of Practice for design of steel structure 6. EN 1 (Part 1-1)-1991: Dead load and live load. Code for practice of design loads. 7. EN 1 (Part 1-4) -1991: Wind load. Code for design loads.
Download now