Hello
According to EC 8 1998-1/4.3.1(6) (7), the elastic flexural EJ and shear stiffness GA properties are taken to be equal to one-half of the corresponding stiffness of the uncracked elements. This means for beams (EJ and GA), columns (EJ and GA) and also the elastic flexural (EJ) for walls ...
Search found 2 matches
- 19 Oct 2022, 14:37
- Forum: 03-Analytical/modelling capabilities
- Topic: stiffness
- Replies: 2
- Views: 1644
- 18 Oct 2022, 20:20
- Forum: 02-Getting started with the modelling
- Topic: Loads
- Replies: 5
- Views: 10699
Loads
Hello,
I use a building modeler to create an 8 floor structure - Dual system. When I create floors I put loads for permanent load G', live load Q and snow S. Also when I create beams I put additional permanent loads from infill loads G'. (should these values be with minus sign or automatically the ...
I use a building modeler to create an 8 floor structure - Dual system. When I create floors I put loads for permanent load G', live load Q and snow S. Also when I create beams I put additional permanent loads from infill loads G'. (should these values be with minus sign or automatically the ...