Hello all,
I have been trying to model a truss. I have two bottom support, it can be fully fixed or partially fixed and I have two cable connection at the top. But this cable member should not take any compression, since I have Wind suction in that…
Good morning,
I have problem with my steel truss bridge design, i've used member specification release MY;MZ and truss. Then this message came after i am running the analysis.
***WARNING - INSTABILITY AT JOINT 490 DIRECTION = MZ
PROBABLE CAUSE…
Hello All,
I have modeled a simple steel truss to check my hand calculations. When viewing the global status of the model, the diagonal members are shown to have "Errors in Design."
The members all have ratios from 1.84 to 3.6.
However, my…
Hello,
I am working on a structure and having issue when define member truss the actual ratio is showing 94.9E24.
Please have a look on attached staad file.
STAAD_600MW.rar
I have read, all the related forums & watched tutorial videos.
i have designed the truss by
a] by truss specification Done by truss specification.std
and
b] by partial moment release .99
Done by partial moment .99.std
First of all, im…
I assigned a uniform load in Kip/ft on a truss. However, the report shows up kip/in. I haven't run the numbers but may be this is something to look at.
PDF
MODE SHAPE Option is not visible in model.
while checking mode shape option got block; kindly suggest if wrong way i done.
Skywalk-06062019-(LSD)-(25+25m span)-CHECK.std
Greetings all!
I am designing a truss of 91m clear span and 25m height. I just want to confirm if my design is okay or not.
Some of the members are failed. I will pass these members and proceed for fabrication but before that I want to know if my…