WebNov 1, 2024 · 3. the unit of ETABS and SAFE when you export and import the model (the unit in ETABS and safe shall be the same while exporting and importing). 4. the thickness of the foundation. WebThis allows spring properties to be overwritten over portions of a larger slab area by using null-area spring specifications that will take precedence over any other spring ... * 91918 The version number has been changed to v16.0.0 for a new major release. SAFE v16 will be known as "SAFE 2016". SAFE 2016 (v16.0.0) 2016-12-22 Page 3 User ...

Unable to apply line loads on concrete slabs in ETABS and SAFE

Webottegroup.com WebNov 29, 2014 · The column location (i.e., interior, edge, corner) and the punching perimeter may be overwritten using the Punching Check Overwrites.d 2. d 2. d 2. Interior Columnd 2. Edge Column. Edge Column. d 2. d 2. Circular Column. T-Shape Column. L-Shape Column. Figure 2-4 Punching Shear Perimeters. Slab Design. 2 - 23. SAFE Reinforced Concrete … side profile of a ship

Modeling slabs with variable thickness, loading and soil …

WebJul 13, 2024 · Compression and tension chord forces are then given as the value of each Z-axis moment divided by slab width, as shown in Figure 5: Figure 5 - Compression and tension chord forces For shear and collector forces located at the connection between the diaphragm and a shear wall, draw or define a section cut next to the support which … WebFeb 28, 2024 · 2. Check for Punching Shear Ratios. The safe and sound slab should also be satisfies punching shear. To check this in the model, go to Display>Show Punching Shear Design. Investigate the column … WebJun 20, 2024 · Posted January 15, 2015. I want to get real moment forces in shells too. For the time being, positive moments are less and negative are more because of the reason that etabs has modelled slab-wall connection as monolithic. But when this connection will be released for moments, positive moments in slab and wall will increase. side profile of a face