A actombo New Member Aug 28, 2019 #1 Hello, In my project, the slab stresses do not recover. I would be glad if you help. Good work You do not have permission to view link Log in or register now.
Hello, In my project, the slab stresses do not recover. I would be glad if you help. Good work You do not have permission to view link Log in or register now.
G G Köse New Member Aug 29, 2019 #4 When the analysis is renewed with a rigid diaphragm option for fast analysis, 65 cm. the thickness of the raft plate remains at the limit
When the analysis is renewed with a rigid diaphragm option for fast analysis, 65 cm. the thickness of the raft plate remains at the limit
U unver New Member Aug 30, 2019 #7 Hello. My suggestions: 1--Fix your project or 2--Remove ticks in slab designs under semi-rigid solution. Unver ÖZCAN
Hello. My suggestions: 1--Fix your project or 2--Remove ticks in slab designs under semi-rigid solution. Unver ÖZCAN