Mat analyzed in STAAD.Pro and designed in STAAD.Foundation Advanced
Dear Colleagues,
The method as per the link ( Mat analyzed in STAAD.Pro and designed in STAAD.Foundation Advanced ) would have been useful for structures such as Buildings with Basements, Underground Tanks / Pits... etc wherein such a structure as a…
Mat analyzed in STAAD.Pro and designed in STAAD.Foundation Advanced
Dear Colleagues, (i take back what i've posted earlier)
The method as per the link ( Mat analyzed in STAAD.Pro and designed in STAAD.Foundation Advanced ) would have been useful for structures such as Buildings with Basements, Underground Tanks / Pits…
STAAD Foundation Pedestal Reinforcement Main Steel Error
Dear Colleagues,
In STAAD Foundation Advanced Connect Edition v9.7.0.87 (which i presently use) noticed that the summary table displays 20-T20 instead of 20-T8 (i.e.) instead of the bar diameter it repeats the bar count again. Have attached the .SFA…
Version of STAAD.Pro with BS8110 & EC2 Batch Mode !
What was the final version of STAAD.Pro - which performed the 'Batch Mode' design of RC Structures using both BS8110 & EC2; before it was discontinued / moved to RC Design mode?
Where to find BS8110 & EC2 in STAAD.Pro SS6?
Applies To
Product(s):
STAAD.Pro
Version(s):
ALL
Environment:
ALL
Area:
Design
Subarea:
BS 8110, EC2
Original Author:
Nurfaiza Mat
Where to find…
EC2 code is not available in the batch mode of concrete design
Applies To
Product(s):
STAAD.Pro
Version(s):
All
Environment:
N/A
Area:
Concrete Design
Subarea:
General Concrete Design Solutions
Original Author:
Surojit Ghosh
…
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I have an example from a prior exchange that might help. In this case the program was calculating Beta = 1.264 for a 1100 x 250 mm edge column.
************
Our reported beta in the audit is the ratio of the maximum absolute stress to the direct absolute…
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RAM Concrete and EC2 Notional Inclination of a Structure
Hello,
Eurocode 2 requires the designer to consider the performance of the frame through the application of a notional inclination of the frame under gravity actions.
This is not dissimilar to the notional horizontal force principal in BS8110.
RAM…
Concrete design parameter FC for EC2 code. Characteristic or design value to enter?
Hello,
I need help with concrete design parameter FC for EC2 code. It's not clear - is it characteristic or design value?
Is it characteristic cube strength Fck,cube from EN 1992-1-1?