2017.e Version

Management of the local model for the comparison and design of elements

Once the local analytical model has been generated for a floor plan, the forces of the model will be used, by default, to design and check all the elements contained in the plan. Using the “Edit” option from the floor plans list, users can indicate they wish to use the global analytical model again for all the elements of the plan.

Floor slabs are always designed and checked using the local analytical model defined for the floor plan. When there are floor plans with a local analytical model, StruBIM Design allows users to indicate, for beams and punching shear zones, whether the local or global analytical model is to be used.

Introduction

Implemented in the 2017.e version is the design of post-tensioned slabs. This improvement has been created to design the passive reinforcement of post-tensioned slabs, having calculated the forces in the post-tensioning tendons (adherent or non-adherent), and whose properties have been introduced by users.

Users can introduce the path of the tendons, their definition, their stressing loads and their losses (instantaneous and differed). The program generates two post-tensioned load patterns (one with the instantaneous loss and another with the total loss) in which the deviation loads, due to the path of the tendons are introduced. The program also creates three loadcases, two equivalent to the previously mentioned load patterns, and one hyperstatic loadcase with the total loss.

Due to the path of the tendon, forces are produced acting towards the inside of its curvature. The program automatically generates these loads for each tendon. These loads will affect the floor slabs when the local model of that floor plan is analysed. The discretisation of the floor slab during the local analysis is carried out using triangular finite elements which are adjusted to the path of the tendons.

The post-tensioning effect is taken into account when calculating the reinforcement areas required in the slab. When a tendon crosses a critical punching shear perimeter, its effect is taken into account.

Floor slabs containing tendons will be checked and will be designed as post-tensioned slabs in accordance with the ACI 318-14, ACI 318-11 and ACI 318-08 codes.

Generation of loadcases and combinations

In the dialogue box that appears when generating a local model, users can select to automatically generate post-tensioned load patterns. By activating this option, the post-tensioned load patterns, loadcases and combination groups are generated.

• Load patterns
  PT Transfer with the instantaneous losses and PT Final with the total losses (instantaneous plus differed) in which the deviation loads produced by the path of the tendons will be introduced.
  
• Loadcases
  Three loadcases are created, one equivalent to each of the previously mentioned loadcases and a third hyperstatic loadcase with the total loss.
  
• Combination groups
  Four combination groups are created: PT Flexural strength (Ultimate), PT Service (Initial), PT Service (Normal) and PT Service (Long term). Each post-tensioned state will be assigned one of these combination groups.

Implemented tools

• Flexure lines
  The intersections, on plan, of the flexure lines with the paths of the tendons represent the points where the tendon curves to reach its maximum elevation.
  
  Flexure lines can be introduced between two points and on reference lines.
  
• Tendon introduction
  There are several tendon introduction options: Introduction of a single tendon, introduction of concentrated tendons and introduction of distributed tendons. The difference between these options lies in the way the number of tendons that have to be introduced are defined.
  
  • One tendon
    One tendon is introduced between two points.
  
  
  • Concentrated tendons
    El usuario indica la separación entre los tendones y el número de ellos o el ancho de banda.
  
  
  • Distributed tendons
    Users indicate the spacing between tendons. Once the dialogue box has been accepted, the path of the tendons is defined graphically, and the strip width along which they are to be placed.
    
  With each of these options, users can define:
  
  • Section
    Number of strands, their cross-sectional area and their type (adherent or non-adherent).
    
  • Tendon material
    
  • Load
    Transfer load pattern, final load pattern, stressing load and end at which the stress is being applied.
    
  • Stressing loss
    Three options appear to define the stressing loss:
    
    • Stressing force percentage
    • Specified value
    • Detailed analysis, based on the friction coefficient due to the curvature, friction coefficient due to accidental deviation, spacer penetration, loss due to elastic shortening of the concrete, loss due to creep of the concrete, loss due to concrete shrinkage and loss due to steel relaxation.
      
      
      
      
      
      

• Tendon schedule
  
  The different properties of the tendons can be edited in the tendon schedule (previously defined during the introduction), as well as the elevations.
  
  
  By editing the diagram, users can modify the path of the tendons on the elevation view of the slab. There are several types of elevations that can be assigned to each tendon span:
  
  
  • Linear
  • Parabola
  • Reverse parabola
  • Harped one point parabola
  • Harped two point parabola
  • Partial parabola - left
  • Partial parabola - right
  • Partial rev. parabola - left
  • Partial rev. parabola - right
    
    
    
    
    
• Representation tools
  The tendon groups (concentrated or distributed) can be represented as being grouped or ungrouped. There are label management tools, in case users choose to represent the tendons as grouped. These tools allow user to add, edit, move, and delete labels as well as select the visible tendon of the group.
  
  
  
• View options
  From the Draw menu, users can access the View options, where several options have been added to view prestressed related elements.

Design

The program now automatically designs punching shear reinforcement. In previous versions, the critical punching shear perimeter was only generated for columns or column groups that were not in contact with beams. During the design process, the program regenerates and automatically checks the critical punching shear sections. The design process can be executed from the Punching shear menu (affects only the selected floor) or from “Project > Design” (affects the selected plan or all plans).

The design of all the punching shear reinforcement can be carried out using the forces of the global analytical model or those of the analytical model defined for the floor plan.