I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help.
The problem is:
While the beam offset works perfectly for modelling a beam…
In an effort to find a more efficient way in aggregating the output, I decided to give the RC interactive designer a try and compare it with the batch mode design results. Attached is a screenshot of the result from the batch mode vs the RC designer and…
If the user didn’t assign effective length factor SKY and SKZ parameters in ACI concrete column design, which value does STAAD consider in the column design:
1-The length of the modelled member from node to node or
2-the clear height of the column…
Hi,
1. Does STAAD take into account the ductile detailing provisions of CHAPTER 21 of ACI 318M-11, while arriving at the reinforcement area and stirrup area ??
3. If those provisions are available, how does STAAD identify a SMRF or IMRF or OMRF in…
Hello,
I'm looking at this article, and would like some clarification:
https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/2055/ram-steel-columns-fa
The diagram says "minor" and "major" axis moment, however…
Applies To
Product:
RAM Concrete
First Affected Version:
Found in Version:
15.03.00
Fixed in Version:
15.05.00
Area:
Design
Issue #:
640239 and 624489
Problem Description…
Applies To
Product:
RAM Concrete
First Affected Version:
Found in Version:
15.03.00
Fixed in Version:
15.05.00
Area:
Design
Issue #:
626693
Problem Description
When…
Applies To
Product:
RAM Concrete
First Affected Version:
Found in Version:
15.03.00
Fixed in Version:
15.06.00
Area:
Design
Issue #:
624602
Problem Description
In the…
Applies To
Product:
RAM Concrete
First Affected Version:
Found in Version:
15.03.00
Fixed in Version:
Area:
Design
Issue #:
656199
Problem Description
In RAM Concrete…
Applies To
Product:
RAM Concrete
First Affected Version:
Found in Version:
15.03.00
Fixed in Version:
15.05.00
Area:
Design
Issue #:
620612
Problem Description
Concrete…
Applies To
Product:
RAM Concrete
First Affected Version:
Found in Version:
14.06.02.00
Fixed in Version:
Area:
Design
Issue #:
123374
Problem Description
The program…
Product(s):
RAM Concrete Column
First Affected Version:
Found in Version:
14.06.01.00
Fixed and Released in Version:
15.04.00.00
Environment:
N/A
Area:
Design
Subarea:
N/A
…
Product(s):
RAM Concrete Column
First Affected Version:
Found in Version:
14.07.01.00
Fixed in Version
15.04.00.00
Environment:
N/A
Area:
Design
Subarea:
N/A
Defect Number…
Applies To
Product:
RAM Steel
First Affected Version:
Found in Version:
14.06.02.00
Fixed and Released in Version:
15.04.00.00
Area:
Design
Issue #:
355848
Problem Description…
Product(s):
RAM Concrete Column
First Affected Version:
Found in Version:
14.07.01.01
Fixed and Released in Version
15.04.00.00
Environment:
N/A
Area:
Design
Subarea:
N/A
…
Applies To
Product:
RAM Steel
First Affected Version:
Found and Released in Version:
15.03.00.00
Fixed in Version:
15.04.00.00
Area:
Design
Issue #:
565987
Problem Description…
Applies To
Product:
RAM Steel
First Affected Version:
Found in Version:
15.03.00.00
Fixed and Released in Version:
15.04.00.00
Area:
Design
Issue #:
568865
Problem Description…
Applies To
Product:
Ram Steel Column
First Affected Version:
14.07.00.00
Found in Version:
14.07.01.01
Released in Version:
15.02.00.00
Area:
Design
Issue #:
246733
Problem…
See Section 4.8.4 in the RAM Concrete Column Manual for the sections of 21.13 that are implemented in the program. Induced moments and shears are not calculated by the program, so the program follows ACI 318-11 21.13.4 and not 21.13.2 or 21.13.3 when…
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