I'm currently looking at SCIA, ETABS and ROBOT as the options available through my company.
I've heard good and bad reports about all 3, but havent used them myself and am trying to make a fully informed choice.
The options are all current versions, and I'm hoping to use a product which has...
I'm currently looking at SCIA, ETABS and ROBOT as the options available through my company.
I've heard good and bad reports about all 3, but havent used them myself and am trying to make a fully informed choice.
The options are all current versions, and I'm hoping to use a product which has a...
I have a 1250mm x 600mm box girder to be made out of 25mm thk plate, for a bridge structure.
It requires 15mm thick intermediate internal stiffeners.
At this size, it's not going be easy to weld in the internal stiffeners... but I'm sure there must be an accepted way of fabricating boxes of...
I'm doing stress analysis for a proposed concrete framed building in Qatar which has several movement joints, and I'm wondering what temperature variation to model. should this be min peak to max peak, min average to max average ? there are also max sun radiation temperatures published which...
hi engineering colleagues...
I'm designing a concrete framed building in Qatar which has several movement joints, and I have some questions :
1. what is maximum spacing of movement joints ?
2. what temp variation should I include in my STAAD Pro design analysis model ? should this be min peak...
hi
I'm looking to shore a deep archaeological dig... 75ft x 75ft on plan, and 75ft deep. Casting concrete into the ground ie. bored pile wall or diaphragm wall is not an option as this might damage archaeology, nor is steel sheet piling. It will need to be some form of sectional steel drop box...
