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1/44. LIGHTWEIGHT STRUCTURES in CIVIL ENGINEERING Warsaw-Cz ę stochowa, 3 December, 2004. DESIGN PROBLEMS OF COLD FORMED LIGHTWEIGHT ARK STRUCTURES. dr inż. Ryszard Walentyński Faculty of Civil Engineering Silesian University of Technology Gliwice, Poland. 2/44.
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1/44 LIGHTWEIGHT STRUCTURES in CIVIL ENGINEERING Warsaw-Częstochowa, 3 December, 2004 DESIGN PROBLEMS OF COLD FORMEDLIGHTWEIGHT ARK STRUCTURES dr inż. Ryszard Walentyński Faculty of Civil Engineering Silesian University of Technology Gliwice, Poland
2/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński INTRODUCTION
3/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński INTRODUCTION
4/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński TECHNOLOGY
5/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński TECHNOLOGY
6/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński TECHNOLOGY
7/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński TECHNOLOGY
8/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński TECHNOLOGY
9/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński BARRACKS
10/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński ROOFS
11/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński ROOFS
12/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński ROOFS
13/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński INSULATION
14/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Economics (>25% cheaper to traditional sol.) • Column and lateral beam free • Savings on material • Savings on building site size • Savings on time • Easy construction • Staff training ADVANTAGES
15/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Economics (>25% cheaper to traditional sol.) • Column and lateral beam free • Savings on material • Savings on building site size • Savings on time • Easy construction • Staff training ADVANTAGES
16/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Economics (>25% cheaper to traditional sol.) • Column and lateral beam free • Savings on material • Savings on building site size • Savings on time • Easy construction • Staff training ADVANTAGES
17/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Economics (>25% cheaper to traditional sol.) • Column and lateral beam free • Savings on material • Savings on building site size • Savings on time • Easy construction • Staff training ADVANTAGES
18/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Economics (>25% cheaper to traditional sol.) • Column and lateral beam free • Savings on material • Savings on building site size • Savings on time • Easy construction • Staff training ADVANTAGES
19/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Economics (>25% cheaper to traditional sol.) • Column and lateral beam free • Savings on material • Savings on building site size • Savings on time • Easy construction • Staff training ADVANTAGES
2044 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Economics (>25% cheaper to traditional sol.) • Column and lateral beam free • Savings on material • Savings on building site size • Savings on time • Easy construction • Staff training ADVANTAGES
21/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Durability • Fragility • Thermal insulation • Fire resistance DISADVANTAGES
22/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Durability • Fragility • Thermal insulation • Fire resistance DISADVANTAGES
23/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Durability • Fragility • Thermal insulation • Fire resistance DISADVANTAGES
24/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Durability • Fragility • Thermal insulation • Fire resistance DISADVANTAGES
25/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński Taking into account ADVANTAGES and DISADVANTAGES Good solution for temporary structures REASONABLE APPLICATIONS
26/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Computer program COSMIC • written according to: • American materials • American conditions • American standards COMPUTER AID
27/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Computer program COSMIC • written according to: • American materials • American conditions • American standards COMPUTER AID
28/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Computer program COSMIC • written according to: • American materials • American conditions • American standards COMPUTER AID
29/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Computer program COSMIC • written according to: • American materials • American conditions • American standards COMPUTER AID
30/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński Polish wind code PN77/B-2011 ASCE standard GUST RESPONSE FACTOR
31/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński Initial cost estimation COSMIC APPLICATION
32/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Required data: • loads • material properties • geometric characteristic COMPUTATIONAL PROBLEMS
33/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Required data: • loads • material properties • geometric characteristic COMPUTATIONAL PROBLEMS
34/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Required data: • loads • material properties • geometric characteristic COMPUTATIONAL PROBLEMS
35/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Difficulties in estimation: • tension and bending stiffnesses • load bearing capacity COMPUTATIONAL PROBLEMS
36/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński Free supported statical scheme ASSESMENT OF PROFILE PROPERTIES
37/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński Free supported statical scheme ASSESMENT OF PROFILE PROPERTIES Ark scheme
38/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Maximum span (MIC240): • advertisement – up to 36 m • Author’s judgement – 20-24 m(depending on loads and ark arrow) OTHER DESIGN PROBLEMS
39/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • Maximum span (MIC240): • advertisement – up to 36 m • Author’s judgement – 20-24 m(depending on loads and ark arrow) OTHER DESIGN PROBLEMS
40/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • hesitations based on experience • lack of academic references • proposal of experiment • $$$ FINAL REMARKS AND FURTHER WORK
41/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • hesitations based on experience • lack of academic references • proposal of experiment • $$$ FINAL REMARKS AND FURTHER WORK
42/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • hesitations based on experience • lack of academic references • proposal of experiment • $$$ FINAL REMARKS AND FURTHER WORK
43/44 DESIGN PROBLEMS OF COLD FORMED LIFGTWEIGHT ARK STRUCTURES R. Walentyński • hesitations based on experience • lack of academic references • proposal of experiment • $$$ FINAL REMARKS AND FURTHER WORK
44/44 LIGHTWEIGHT STRUCTURES in CIVIL ENGINEERING Warsaw-Częstochowa, 3 December, 2004 Thank you for your kind attentionDESIGN PROBLEMSOF COLD FORMEDLIGHTWEIGHT ARK STRUCTURES Ryszard Walentyński rwal@kateko.bud.polsl.gliwice.pl