AutoDrafter - Allow Manual Assignment of Member/Connection Type
AutoDrafter appears to have some automated rules that are not perfect; would be nice to be able to override Member/Connection Type within AutoDrafter (e.g., select a column member, right click, modify properties, change 'Member Type').
Add ability to show "Colour by Utilization Ratio" for 3D view in post processing workflow
It would be good to have a 3D view in post processing with colours of the beam as defined with a UR value. It is possible to have this with beam view now, but would be good if we have it for 3D view like SACS have. (as shown below for example).
Add possibility to include B1 factor in Code checking Parameters with AISC 360 First Order Method
As per actual possibility provided by AISC 360, it is possible to perform design with Direct Analysis Method but also Effective Length Method and First Order method. In some case it is useful to do analysis with First order method (Dynamic Seismic...
This issue exists in all design codes.beams without grouping, edit reinforcement works properly. if beams are grouped, software unable to change the reinforcement.for grouped beams, quick detail and copy paste reinforcement works fine. Service cas...
Combined wall design taking more time for specific case
refer Service case Service Case 1494311: [CS0270621] Combined wall design taking more timeAs alternate solution is available, it is marked as Low severity.
This issue exists in all design codes.beams without grouping, edit reinforcement works properly. if beams are grouped, software unable to change the reinforcement.for grouped beams, quick detail and copy paste reinforcement works fine. Service cas...
Beam - Biaxial - Reinforcement Modified through quick detail no reflected in report
following issues are identified, program goes on non-responding mode using Quick detail tool. reinforcement changed using copy paste reinforcement tool is not reflected in the design calculation report. client file is of older version (11.03.01.10...
Footing design - Enhancement related to Sliding and Uplift check
refer Service case Service Case 1441906: [CS0222209] Calculation basis for buoyancy and sliding check of pad footingsif the soil and self -weight is calculated with effect of buoyancy then there is no need to deduct it again to calculate net downw...