![]() ![]() For transverse elements, prestressing, this would not be composite but just on dummy cross beams. 2) Only the longitudinal elements be composite. And effective width is used, when shear lag effect has to be considered, i.e to consider a reduced slab/flange contribution for resisting forces. ![]() User, 1) Span information, comes in to picture for design consideration, effective width definition and reinforcement for tapered sections. If I have a post tensioned box bridge that is along a curve and it is post tensioned longitudinally (in the boxes) and transversely (in the deck), what might be the best way to model this structure for both elements having post tension? Use beam elements for box girders in longitudinal direction and use beam elements for deck in the transverse direction? Will this be composite if I model this as so? Answer:Dear Mr. Figure 1: span information for composite bridge Figure 2: effective width of composite bridge 2. When are the composite bridge > span information and > effective width used in MIDAS modeling? I don’t think I’ve ever used these previously and want to make sure that I haven’t overlooked these two windows. Khi nhn chn mt i tng ca AutoCAD civil 3D và nhn Ctrl + C Copy thì báo li : copy to clipboard failed khc phc li này cn gõ lnh trên thanh Command line: Proxygraphic và nhp giá tr 1.
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |