INDIAN INSTITUTE OF TECHNOLOGY GUWAHATI - 781039 CE 402: Design Project (1-0-3-5) Pre-requisite: Design of Steel and Concrete Structures Instructor: Dr. A. Chakraborty & Dr. H. Sharma Syllabus: Project I Structural design of industrial shed with gantry girder against wind and earthquake loads as per IS Code: (a) modeling and analysis, (b) design of members and (c) structural drawings/detailing of members/joints/fasteners Project II Structural design of Reinforced Concrete frame building with unreinforced brick masonry infill walls against wind and earthquake load combinations: (a) modeling and analysis, (b) design of members and (c) detailing of members and joints Text: 1. N. Subramaniam, Design of Steel Structures, Oxford University Press, 2008 2. S.K. Duggal, Design of Steel Structures, Tata McGraw Hill, 3rd edition, 2009 3. S.K. Duggal, Limit State Design of Steel Structures, Tata McGraw Hill, 2010 4. L.S. Negi, Design of Steel Structures, 2nd edition, Tata McGraw Hill, 1997 5. P. Dayaratnam, Design of Steel Structures, 2nd edition, Wheeler Publishing, 1996 6. Ram Chandra, Design of Steel Structures - I, 12th edition, Standard Publishers, 2009 7. S. Unnikrishna Pillai and D. Menon, Reinforced Concrete Design, Tata McGraw-Hill 3rd Edition, 2000 8. P.C. Varghese, Advanced Reinforced Concrete Design, Prentice Hall, 2001 9. D.S. Prakash Rao, Design Principles and Detailing of Concrete Structures, Tata McGraw Hill, 1995. 10. C. E. Reynolds, Reinforced Concrete Designers Hand Book, E&FN Spon, 1999 11. P. Agarwal and M. Shrikhande, Earthquake Resistant Design of Structures, Prentice Hall of India Pvt. Ltd, New Delhi, 2006 12. S.K. Duggal, Earthquake Resistant Design of Structures, Oxford Higher Education, 3rd edition, 2009 13. E. Simiu and R.H. Scanlan, Wind Effect on Structures Fundamentals and Applications to Design, 3rd edition, John Wiley and Sons, 1997 Codes/Guidelines/Handbooks
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INDIAN INSTITUTE OF TECHNOLOGY GUWAHATI - 781039 1. IS 875 (Part 1): 1987, “Code of Practice for design loads (other than earthquake) for buildings and structures Part 1 Dead Loads”, 2nd revision, Bureau of Indian Standards, 2003 2. IS 875 (Part 2): 1987, “Code of Practice for design loads (other than earthquake) for buildings and structures Part 2 Imposed Loads”, 2nd revision, Bureau of Indian Standards, 2003 3. IS 875 (Part 3): 1987, “Code of Practice for Design Loads (Other than earthquake) for Buildings and Structures, Part 3 Wind Loads,” 2nd revision, Bureau of Indian Standards, 2003 4. IS 1893: 2002, “Indian Standard Criteria for Earthquake Resistant Design of Structures Part 1 General Provisions and Buildings”, 5th revision, Bureau of Indian Standards, 2002 5. IS 1893 (Part 4): 2005, “Indian Standard Criteria for Earthquake Resistant Design of Structures Part 4 Industrial Structures including Stack-like Structures”, Bureau of Indian Standards, 2005 6. IS 456: 2000, “Indian Standard Plain and Reinforced Concrete – Code of Practice,” 4th revision, Bureau of Indian Standards, 2005 7. IS 13920: 1993, “Indian Standard Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic Forces – Code of Practice,” Bureau of Indian Standards, 2003 8. SP 34: 1987, “Handbook on Concrete Reinforcement and Detailing”, Bureau of Indian Standards, 1999. 9. SP 16: 1980, “Design Aids for Reinforced Concrete to IS:456-1978”, Bureau of Indian Standards, 1999. 10. IS 800: 2007, “Indian Standard General Construction in Steel -- Code of Practice”, 3rd revision, Bureau of Indian Standards, 2007.
Marks Distribution & Exams: Project I: 50% Project II: 50% Note: Continuous evaluation in every project during class/tutorials/lab and viva on completion of each project. Attendance: Min 75%
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Name A DEEPAK MALLYK ABHISHEK KUMAR ABHISHEK SINGH AMIT KUMAR SINGH ANJANEYA ANKUR BANSAL A V SIVARADHAKRISHN BHANU PRATAP SINGH DEEPAK MITTAL DOSHI PARAM JAYESH DWIJ FOUZDAR GAGANDEEP SINGH GOSALE VIVEK NAGNATH GUDIGOPURAM Y REDDY J LAXMI REDDY KOLLI PURNA CHAND MAMIDI ANVESH REDDY MANISH S SUGANDHI MANOSH PROTIM MAJUMDER MD QAMARUDDIN KHAN MINAKHI PRASAD MISRA NEERAJ KUMAWAT NIKHIL VERMA PAWAN PATEL NIRANJAN PUNEET KUMAR SAPAWAT RAJAT AWASTHI RAJENDRA CHOUDHARY RAMVIJAY MEENA SARANG C ADGOKAR SARTHAK KANSAL SHASHANK JAKHU SOMNATH SIKDAR SUJAL SEHGAL SUNNY RAJPAL TABA ABANG TUSHAR APURV V SRI VENKATA KRISHNA VIVEK GARG ABHINANDA DILIP
Email a.mallyk abhi.kumar singh.abhishek s.amit a.anjaneya ankur.bansal ayyalasomayaju b.singh d.mittal doshi dwij s.gagandeep gosale gudigopuram jannup k.chand mamidi m.sugandhi manosh qamaruddin minakhi neeraj.kumawat v.nikhil p.niranjan s.puneet r.awasthi r.choudhary ramvijay s.adgokar sarthak s.jakhu s.somnath sujal sunny t.abang t.apurv vsvkrishna g.vivek abhinanda
Group
1 2 3 4 5 6 7 8 9 10 11 12 13
Group 1 2 3 4 5 6 7 8 9 10 11 12 13
Location K K M M A A K K M M K K A
Spacing of Column Span of Crane Min Hook Dist Vert. Clearance
Truss Type 3 3 1 1 1 1 2 2 2 2 2 3 3
Truss Span (m) 16 16 12 12 14 12 12 14 12 14 14 14 16
4m Suitable to your case 1m 2m
M: Mumbai, A: Ahmedabad, K: Kolkata Truss Type: Refer class note
o
Pitch ( ) 30 30 30 20 20 20 20 20 25 25 25 25 25
No of Truss 12 12 12 12 8 8 8 8 8 10 10 10 10
Capacity of Auxiliary Wheel Crane (kN) Wt (kN) Base (m) 150 35 4.2 200 55 4.5 250 65 5.2 150 35 3.5 200 55 4.2 250 65 5.2 150 35 4.6 200 55 3.5 250 65 5.2 150 35 3.8 200 55 4.2 250 65 5.2 150 35 3.5
Crane Rail Wt of the Wt (kN/m) Base (mm) CB (kN) 225 298 90 250 400 105 300 642 130 225 298 90 250 400 105 300 642 130 225 298 90 250 400 105 300 642 130 225 298 90 250 400 105 300 642 130 225 298 90
1. Compound Fink
2. Howe Truss
3. Pratt Truss
