FE Raft Foundation Analysis is only available at the foundation storey (ST-00). It can be accessed by clicking “ FE Raft Foundation Analysis” from the…
Introduction In ProtaStructure, all cantilever beams should be correctly marked, to ensure correct design & detailing. During the modelling process, whenever a beam is unsupported…
In ProtaDetails, user can select own preferred sheet (titleblock) when generating any detail drawings. To do so, refer to steps below: Go to "C:Users<username>DocumentsProtaLibSheets" and…
If you would like to generate the column/wall forces to excel format, please go to Design Tab > Columns > Reports > Columns forces listing,…
The number stated beside the rebar label is denoting the quantity of the rebars. The bar mark will be displayed on the rebar label in…
Generating quantity take-off report for Reinforcement The quantity table should first be inserted into the respective drawings by checking the “Insert Quantity Table” when generating…
When modelling a truss in ProtaStructure, it must be supported by a column, wall or another beam. Hence, the supporting member must be modelled for…
Many structures will undergo a natural sway under purely vertical (gravity) loads. These sways can sometimes introduce significant changes to the expected moment diagrams in…
Beams which are created in a single axis will automatically become continuous beam in the beam design. A simple example model is created as below…
General Column schedule grouping can be performed for columns with same size and reinforcement requirements. This will significantly reduce drafting requirements for large projects with…