Problem modelling plates on top of beams for elevated steel water tank
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…
Eurocode with German NA
Hello,
Currently, I am using STAAD pro Connect edition's latest version.
Following are question mainly targeting of RCC and Steel structure design in STAAD Pro and in other Bentley tools per Eurocode with German N ational Annex (NA).
1. Can…
Apex connection design.
How to design apex connection of a gable frame on connect edition? Any one can help me?
Block Shear Net Tension Area on Angles
Applies To
Product:
LIMCON
First Affected Version:
03.63.01.11
Found in Version:
03.63.01.14
Fixed in Version:
03.63.01.21
Environment:
All
Area:
Design
Issue Number:…
Potential Error for Tensile Rupture on a WT section in RAM Connection
I was running a design for a WT vertical brace and found what I believe to be a mistake in the calculation of the shear lag factor, U, for tensile rupture. I have (7) rows of bolts connecting the WT flange to the gusset. From AISC Table D3.1 I would expect…