Hi,
Please help urgent!
I have attach sketch of bolted loacations (red circles) of a platform supported by :
1. is the platform itself
2. two girder supports
3. is another girder support
4. a welded beam support
5. and a sort of corbel assign a beam attached to concrete(rigid) support.
My questions are:
1. Does my assumption to model bolted (pinned connections) as master slave rigid correct?
2. Should i check My & MZ to simulate pinned connections?
3. Or any other suggestions?
Attach also staad fi(Please visit the site to view this file)le.
Greatly appreciated for your help.
ThanksImage may be NSFW.
Clik here to view.
2.
