Advanced Package Training Scaffolding 2011.1 - Scia-Software GbR

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60 Advanced Training Base jack Parallel General Right angle continuous coupler In this connection, not only the rigidities are entered in a flexible or non-linear way, but specifically for these connections, the maximal allowable forces can also be inserted, as displayed below for the Right angled couplers:
The rigidities are filled out and the maximal forces have to be obtained from the info of the connections, provided by the supplier. Connection between Guardrail/Ledger and Standard In this example, a connection of Layher is being adopted (K2000): 61 Scaffolding For this connection, it is advisable to enter a general connection containing the properties of Zulassung Z- 8.22-64. For this purpose, the following maximal forces are displayed: My,R,d = 101 kNcm (=1,01 kNm) Mz,R,d = 37 kNcm (=0,37 kNm) Vy,R,d = 10 kN Vz,R,d = 26,4 kN ND,R,d = 31 kN ϕd [rad] = M/(9140 – 73,6M) The equation above for the rotation gives the following rotation curve:
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Advanced Package Training Scaffoldi
Page 3 and 4:
Contents 1. Introduction ..........
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: 12. Input Hinge Types and non-linea
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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Advanced Package Training Scaffolding 2011.1 - Scia-Software GbR

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