when l run the design of beam, the warning information is indicated below,
Member 1: Failed tension calculations for hogging at 0.000 m. Design not possible.Member 2: Failed tension calculations for hogging at 0.000 m. Design not possible.
who can help me expain the reason?
thanks
can you attached your model sir pls?
sir,
thank you for your support.
Pls find attached model,
one more question, what is the difference between the plate and surface when l consider the modelling the building? beacuse l do not know which type should be use for different situation, can you give me some explanation or take some example to make it clear please?
by the way, l'm new for the staad pro, so hope you can give some necessary assistance, thank you.
For a comparison of plates with surfaces, see the following discussion
communities.bentley.com/.../202064.aspx
Hi,
There is no design command in your code. Which country code did you used for design.
-Vivek
thanks vivekshine,
british code is used on my computer,
Hi vivekshine,
The design work here is mainly building (R.C.C and steel structure) and other infrastructure component like shallow foundation,
can you give me some advice to master the procedure of design of staad pro please? or how can l find good solution for that?
thanks a lot.
STAAD Pro is very easy software to learn & use. But you must be familier in structural design standards.
To become familier in STAAD use tutorials & get support from bentley.
For shallow foundation design you can use STAAD foundation software.