Formation SCIA ESA PT
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1 Formation SCIA ESA PT General Environment: Options, Setup, Help New Project: Project data Windows/toolbars : - Workspace, Window with Main tree and window for properties - Windows change place / close - Hobnail Material Library Always follow tree from the top then downwards! 1
2 Part 1: Example 1: Frame Input with - or Absolute coordinates - or Relative - or dot grid - or Line grid with snap mode Cross section library manager Property-window View with: - - Scroll-bars - SHIFT + Mouse: move - CTRL + Mouse: rotate - SHIFT + CTRL + Mouse: Zoom Selection with: - Mouse: difference L=>R en R=>L - unselect with CTRL - - Select elements by property Change entity by Render 2
3 After input structure Check Structure data Connect nodes/members for whole structure 1) bars ending in one node 2) bars end on another bar (t-form) 3) bars intersect Example 2: Frame Input via: - one by one (change node in middle) - or one part and mirror - or Change nodes? - or by select node and move with move mouse - or change coordinates in property-window add bars column in middle, horizontal bar, bracing Quick input for supports/hinges Check structure data Connect members/nodes to have complete structure 3
4 Example 3: Hall Input by: - or copy (one by one) + manual connection horizontal bars - or Multiple copy and (if wanted) automatically connection of bars Select Elements by more properties: Make line grid Functionality - Render - CAD shape - Priority depending on Check structure data Connect members/nodes View parameters - 4
5 Example 4: Girt - or View flags Eccentricities: - or move system line - or give values ey, ez - CALCULATION <-> CAD-SHAPE (draw) - Input with: - Change UCS to plane (roof) e half: Copy and rotation or mirror (for mirror choose good plane and mirror plane) 5
6 Input Haunch: Check Structure Connect members and nodes Example 5: Bridge Input with: - Drawing a member arc - Snap mode - Trim and extend 6
7 Example 6: Carrousel Input with: - - Change UCS (attention double bars) - Multiple copy with rotation 7
8 8
9 Check structure data Connect members/nodes 9
10 Part 2: Example 7: Constructions with 3 spans Definition - LC 1: Own Weight - LC 2: Permanent load: line force 10 kn/m Input of loads in menu : no windows Message about deformations and max rotation check this Singularity: check structure for supports/hinges - Selection: - Global Extreme - Drawing setup - Refresh (window) preview (table) - Bill of material - Calculation protocol 10
11 Part 3: and basic Example 8: Concrete frame Load cases: - LC 1: Own weight - LC 2: Side wind 5 kn/m Load groups (for permanent automatically) for easy input and use of property window to change Linear Combination: 1,00 LC 1 + 1,00 LC 2 View Results Scale of results Document 11
12 Example 9: beam on 2 supports Load cases: - LC 1: Permanent Load 1kN - LC 2: Variable Load 1kN - LC 3: Variable Load 1kN Exclusive - LC 4: Variable Load 1kN Exclusive Input - Types: or - Black Box <=> User defined Results Document with table for combination keys 12
13 Part 4: Exemple 10: Bearing frame Load Cases: - LC 1: Own Weight - LC 2: Vertical load 50 kn - LC 3: Horizontal load 20 kn Print/send picture Print/Send tables/data Picture gallery Paperspace gallery Document : embedded tables 13
14 Part5: Introduction to and Example 11: Steel hall Input Load cases - LC 1: Own weight - LC 2: Roof 5 kn/m - LC 3: Horizontal wind load (frontal) 2 kn/m Combinations: - CO1: EC- Ultimate Simple - CO2: EC- Service Simple Check (i.e. columns) : : Setup steel settings (general) Ultimate: Steel code check: with Service: Control for - optimize cross-sections with - after optimization: hidden calculation 14
15 Steel connection: - Functionality Labels for the connections view parameters or viewflags check structure in his results Calculated stiffness into model as hinge: - - hidden calculation Copy of connection Overview drawings: - Functionality: - Connection drawings: - Functionality: Example 12: Concrete Frame Load cases: - LC 1: Own weight - LC 2: Roof weight 10 kn/m Combinations: - CO1: EC-Ultimate Simple - CO2: EC-Service Simple 15
16 Check i.e columns : : General settings: Take diameter 16 For specific input: View intern forces with - for the beam Recalculate My with (moment reduction Calculation theoretical needed reinforcement: - Additional inform: - Detailed with overview with table: 16
17 Part 6: Example 13: Rectangular plate Project data - Structure type: Plate XY - Project level advanced Input, with: - Adapt entity with Supports - Shape 2D element Load cases: - LC 1: Own weight - LC 2: Permanent Load: walls on free edges: Line loads 10 kn/m - LC 3: Variable Load: service load 2 kn/m², Check structure data and input: - Results: - on edge - 17
18 Example 14: Slab on subsoil Functionality Input with: - Supports - Shape 2D element Load cases: - LC 1: Own weight - LC 2: Permanent Load: Walls on external edges: line load 10 kn/m - LC 3: Permanent Load: Free walls as free line load 6,5 kn/m - LC 4: Variable Load: Service load 2 kn/m² - LC 5: Variable Load: Service load on part: Free surface load 1,5 kn/m², Mesh refinement with general: Check input data: - Results: Subsoil: Results: 18
19 Example 15: Slab with ribs Project data: Structure type: General XYZ Input with: - - Shape 2D element Supports : (free) : - - See also Setup Load cases: - LC 1: Own Weight - LC 2: Permanent Load: surface load 5 kn/m² Results: - - De effective width is a approach out of the standard, where the beam and plate are replaced by a t-formed section for the design of reinforcement. By selecting the option rib the forces in the beam are higher. This higher forces come from the total T- section. 19
20 Example 16: Prefab Wall Project data - Structure type: Wall XY - Project level advanced Input with: - Openings with Supports - Shape 2D element Load cases: - LC 1: Own weight - LC 2: Permanent Last: (plates): 13,2 kn/m, Local mesh refinements: Specific: Direction membrane forces: Basic 20
21 Example 17: Balcony Project data - Structure type: general XYZ - Project level: advanced Input with: - - Connect members: Balcony: - - Load cases: LC 1: Line load on edge Check via 21
22 Example 18: Tank Project data - Structure type: General XYZ - Project level advanced Input with: - Plane: - - Wand: - Functionality Supports Load cases: - LC 1: Load cases - LC 2: Internal pressure: 0 kn/m² => 50 kn/m² Input distributed load with - Mesh refinement with put it on 0,2m - First set UCS: - Direction: according to local z-axes - Distribution: Y-direction (according UCS) - Then input rectangle Check - 22
23 Example 19: swimming pool Project data - Structure type: General XYZ - Project level: advanced Functionality Input with: - Plane: - Wand: Supports - : plate (and walls) - : edge of plate Load cases: - LC 1: own weight - LC 2: Variable Load: Water: 25 kn/m² Iput water load with: - Check load - Basis : Plate- 23
24 Example 20: cooling tower Project data Input via - Structure type: general XYZ - Project level advanced - Material: Concrete - Underside: radius 15m - Height: - Active plane - with intermediary point (9;20) and endpoint (10;35) - Upside: radius 10m: - Active plane - Middle point 0;0;35 Input Load cases: - LC 1: Own weight - LC 2: Temperature: delta 40K - LC 3: Wind load 0 kn/m² => 1,4 kn/m² Temperature load: Wind load: - : plane away from structure Check data - 24
25 Example 21: Hall concrete plate Project data - Structure type: general XYZ - Project level: advanced - Material: concrete and steel Input with: - - Change - Connect members (plate and beam): Connect members/nodes: Check deformation : - - in section 25
General Information Project management Introduction... 4 Getting Started Input geometry... 7
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