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...

refer service case - Service Case 1361907: RCDC software will be collapsed if the model contain an earthquake load combination.if higher diameter is not available and ductile detailing is not satisfied with the available diameter (with minimum spa...

please refer to service case: Service Case 1365610 : [CS0156779] RCDC model in Previous version not working in latest version

Currently in RCDC while designing the Tank Slab, RCDC considers the Overall Max Shear force irrespective of its location. Also, the slab is designed for the Max shear force. With this enhancement we look forward to get zone-wise design like we do ...

Enhancements: if the Area of Steel is governed by Deflection check and Shear design, it should be clearly covered in the design calculation report. if it is governed by a deflection check, RCDC does show it in the design calculation report, But wh...

refer Service case Service Case 1302678 : [CS0101576] Require facility to load one or more floors (group) for only beam design and slab design without data of full model for more information.

Refer attached video. The issue occurs when we perform MERGE functionality after SPLIT functionality. A new issue is added on 7th September 2023.Issue related to Beam type after modifying beam continuity:Service Case 1276842: [CS0074014] Beam Desi...

refer Service case Service Case 1268761: [CS0072116] Pile cap DrawingThe client has shared a sample drawing for reference.

Currently STAAD is performing only geometrical check of the members in accordance with Chapter 12 of NZS 3404. However, no design is performed based on the capacity design principles provided in this Chapter. As industries in New Zealand is increa...