WebJan 13, 2003 · For example if you have an 80 cm mat you ought to give a clearance of 40 cms at least from the face of the load size specified in the software. If you specified a 30 cms size load you need to provide a clearance of 55 cms at least. CSI have an article "SAFE Technical Note 1" entitled "How SAFE Calculates Punching Shear For the ACI 318-95 …
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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 … WebNov 12, 2015 · 9.1.1 Punching Shear Failure in Slabs 9.1.1.1 Failure Features of Punching Shear. Various slabs in reinforced concrete structures, such as flat floor slabs, spread footings, and pile caps (Fig. 1.4), may fail in the patterns shown in Fig. 9.1, under local compressions, which are perpendicular to the slabs and of high intensity.When the … birthday gifts for her picky
Understanding Shear Reinforcement Results In Etabs
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 … WebApr 4, 2014 · Home Punching shear Created by Mike Abell, last modified by Ondrej on Apr 04, 2014 Information on punching shear may be found in the SAFE product space. No … WebPunching Shear Design Enhancements Implemented * Incident Description 65837 An enhancement has been made for slab punching shear calculations to allow for openings that are within or intersect the punching perimeter. Earlier these conditions would cause the punching shear calculations not to be performed and a N/C (not calculated) was reported. dannatts great waltham