WebJun 11, 2009 · Yes, that's what I decided in the end. I still hope CSI will actually update SAFE v12 and fix some bugs. I found that, as you thought, the punching area isn't … WebMay 9, 2013 · Punching shear. A number of factors may affect the modeling and formulation of punching shear. Select the Design > Punching Shear Design Overwrites …
ETABS 06 Slab Punching Shear Design Verification - YouTube
WebJan 16, 2024 · I created a new model from an initial "Flat Slab" template with default settings but without drops, overwrote the location type of one of the interior columns location types to "Corner" and ran the analysis and design, however SAFE gives me a "N/C" error for punching design. Is this an error? Do I need to change other settings? WebJun 20, 2024 · 1-Why there is much difference in punching shear results in SAFE and ETABS models considering same parameters in both models. (same modifier, same geometry,same assignment of shell behavior in both cases though SAFE does not have the option of thin shell all other the input is same),i have checked both the cases when the … ooo yea sound
How to check Punching Shear for Wall in SAFE (Structural …
WebJan 1, 2009 · Mar 2024. Thaer Alrudaini. View. Show abstract. Shear in reinforced concrete slabs under concentrated loads close to the support – Literature review. Book. Jan 2012. Eva Lantsoght. View. WebJun 20, 2024 · The shear strength of the joint must enable the transfer of moment and shear through it. The joint should be Constructible: Congestion of reinforcement is the main concern. 1.5.DESIGN SHEAR FOR BEAM COLUMN JOINT The design shear for beam-column joint depends upon the relative strength of beam and column at the joint. WebDec 27, 2015 · Terminology For SAFE Method of Calculating Punching Shear The following terms are used in describing the SAFE method of calculating punching shear: b0 = perimeter of critical section for punching sheard = effective depth at critical section for punching shear based on average of d for X oop-1 3140705 gtu practicals