Advanced Package Training Scaffolding 2011.1 - Scia-Software GbR

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5. Steel Code SLS Check EN 1993-1-1 Relative deformation For each beam type, limiting values for the relati relative ve deflections are set, using the menu 'Steel > Beams > Setup > Relative deformations'. With the option 'Steel > Beams > Relative deformation', the relative deformations can be checked. The relative deformations are given as absolute value values, relative values related to the span, or as unity check related to the limit for the relative value to the span. Example Relative Deformation.esa - Set beam type for member B20 & B23: Beam and Rafter - Set system length for relative deformation - Set limits for relative deformations: Beam 1/1000 and Rafter 1/500 - Relative deformation check on member B20 & B23 B20: L = 2,9m → limit: 2900/1000 = 2,9mm Uz = -1,400mm → 1,400/2900 = 1/2072 Check: (1/2072) / (1/1000) = 0,48 B23: L = 5,0m → limit: 5000/500 = 10,0 mm Uz = -2,200mm → 2,200/5000 = 1/2273 Check: (1/2273) / (1/500) = 0,22 24 Advanced Training
6. Scaffolding SLS Check – EN 12811-1-1 The deformation check in SLS is a part of EC3. According to the code EN1281 EN1281-11 the allowable deformation is L/100. This limit value is set as ffollows: Steel -> Setting => Setting of the Relative Deformation => Bring all values to 100 Example SLS Check Scaffolding.esa - Choose for “Relative deformation” in the steel menu. - The maximum check will be found for beam B352: a unity check of 0,2 0,25. The values of this check are displayed below. 25 Scaffolding
Page 1 and 2: 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: 4. Results It is recommended to fir
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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