Advanced Package Training Scaffolding 2011.1 - Scia-Software GbR

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2 Advanced Training All information in this document is subject to modification without prior notice. No part or this manual may be reproduced, stored in a database or retrieval system or published, in any form or in any way, electronically, mechanically, by print, photo print, microfilm or any other means without prior written permission from the publisher. Scia is not responsible for any direct or indirect damage because of imperfections in the documentation and/or the software. © Copyright 2011 Nemetschek Scia nv. All rights reserved.
Contents 1. Introduction ........................................................................................................................ 5 2. Model ................................................................................................................................... 6 3 Scaffolding General ............................................................................................................................................... 6 Materials ............................................................................................................................................. 7 Cross sections ................................................................................................................................... 8 Construction - linear ......................................................................................................................... 8 FLOOR BOARDS ........................................................................................................................... 9 BRACINGS ..................................................................................................................................... 9 CONNECTIONS ............................................................................................................................. 9 SUPPORTS .................................................................................................................................. 10 END INPUT OF CONSTRUCTION ................................................................................................... 11 3. Load cases and combinations ........................................................................................ 12 General ............................................................................................................................................. 12 Type of load cases ....................................................................................................................... 12 Principle of combinations ............................................................................................................. 14 Load cases in Scia Engineer .......................................................................................................... 14 Load Case 1: Self Weight ............................................................................................................ 15 Load Case 2: Self Weight of the toeboards (and other structural members) .............................. 15 Load Case 3: Service load Main floor .......................................................................................... 15 Load Case 4: Service load Secondary floor ................................................................................. 15 Load Case 5: Service load 25% ................................................................................................... 15 Load Case 6: Maximal Wind load Perpendicular to Facade ........................................................ 16 Load Case 7: Maximal Wind load Parallel to Facade .................................................................. 20 Load Case 8: Working Wind load Perpendicular to Facade ........................................................ 20 Load Case 9: Working Wind load Parallel to Facade .................................................................. 21 Linear Load Combinations ............................................................................................................. 21 Combination 1: Out of service, Wind perpendicular..................................................................... 21 Combination 2: Out of service, Wind parallel ............................................................................... 21 Combination 3: Into service, Wind perpendicular ........................................................................ 21 Combination 4: Into service, Wind parallel ................................................................................... 22 Coefficients ................................................................................................................................... 22 4. Results .............................................................................................................................. 23 5. Steel Code SLS Check EN 1993-1-1 ............................................................................... 24 6. Scaffolding SLS Check – EN 12811-1-1 ......................................................................... 25 7. Steel Code Check ULS Check – EN 1993-1-1 ................................................................ 27 Section Check in Scia Engineer .................................................................................................... 27 Stability Check ................................................................................................................................. 29 Buckling data ................................................................................................................................ 29 Buckling Ratio .............................................................................................................................. 30 Stability Check in Scia Engineer .................................................................................................. 30 8. Scaffolding ULS Check – EN 12811-1-1 ......................................................................... 33 General ............................................................................................................................................. 33 Scaffolding check in Scia Engineer .............................................................................................. 34 9. Non-Linear Combinations ............................................................................................... 35 Overview .......................................................................................................................................... 35 Alpha critical .................................................................................................................................... 38 Global frame imperfection ϕ........................................................................................................... 38 Initial bow imperfection e0 .............................................................................................................. 40
Page 1: Advanced Package Training Scaffoldi
Page 5 and 6: 1. Introduction 5 Scaffolding This
Page 7 and 8: Materials 7 Scaffolding For the mat
Page 9 and 10: FLOOR BOARDS 9 Scaffolding The inpu
Page 11 and 12: END INPUT OF CONSTRUCTION 11 Scaffo
Page 13 and 14: q2: Partial area load (EN12811-1, 6
Page 15 and 16: Load Case 1: Self Weight 15 Scaffol
Page 17 and 18: 17 Scaffolding In the example discu
Page 19 and 20: 1 2 q p ( z) = ce ( z) ⋅ qb = ce
Page 21 and 22: q p e 21 Scaffolding EN 12811-1 §6
Page 23 and 24: 4. Results It is recommended to fir
Page 25 and 26: 6. Scaffolding SLS Check - EN 12811
Page 27 and 28: 7. Steel Code Check ULS Check - EN
Page 29 and 30: Stability Check Buckling data 29 Sc
Page 31 and 32: - Go to the menu “Steel -> Check
Page 33 and 34: 8. Scaffolding ULS Check - EN 12811
Page 35 and 36: 9. Non-Linear Combinations Overview
Page 37 and 38: 1a 5.2.2(3)c lb based on a global b
Page 39 and 40: These inclination functions are ent
Page 41 and 42: 41 Scaffolding The buckling curve u
Page 43 and 44: 43 Scaffolding In this figure, the
Page 45 and 46: Start Choose ΔF u0 = 0 F0 = 0 F =
Page 47 and 48: 47 Scaffolding As specified, the Ne
Page 49 and 50: 49 Scaffolding In the results menu,
Page 51 and 52: ∙ + ∙ = ∙ The equation f
Page 53 and 54:
Example Stability_Imperfe Imperfect
Page 55 and 56:
Buckling Shape [-] A polynomial has
Page 57 and 58:
57 Scaffolding Using this combinati
Page 59 and 60:
12. Input Hinge Types and non-linea
Page 61 and 62:
The rigidities are filled out and t
Page 63 and 64:
63 Scaffolding It is assumed that t
Page 65 and 66:
13. Scaffolding - Coupler Check Whe
Page 67 and 68:
The internal force My for this beam
Page 69 and 70:
Example ULS Check - Scaffolding che
Page 71 and 72:
71 Scaffolding
Page 73 and 74:
73 Scaffolding Where L is the membe
Page 75 and 76:
75 Scaffolding
Page 77 and 78:
Shear The design value of the shear
Page 79 and 80:
For a solid bar, round tube and hho
Page 81 and 82:
17. Template To create a template,
Page 83 and 84:
3. Inserting the user block into an
Page 85 and 86:
Annex A: Wind pressure versus Wind
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