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Slab
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punchingshear
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RAM Concept
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Two Way
Trimming Design Strips: Ram Concept 2-Way PT Slab
Eric Feuge-Miller
Given the layout of strips, in odd configurations due to irregular structural geometries, is it in y'all's opinion reasonable to review the original strips for any code-related failures (i.e. shear or tension) and make the proper adjustments to the PT…
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Shear Capacity of Slab
Edward Pigozzo
Hi, In RAM concept it shows you a shear plan required for the reinforcing. I understand that these shear bars are shown over columns because of punching shear. If it is not shown over a column or a concentrated load from above, does this mean the…
Answered
over 5 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Error - No punch cutoff sections found
Liam Bryant
Hi, I'm a relatively new user and having an issue with the error message below; It is happening for all of my edge columns. I've played with the geometry, trying a flat slab, with an edge thickening and varied the punching shear "maximum search radius…
Answered
over 5 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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