Mohamed Maher
Structural
- Dec 31, 2017
- 132
Hi all,
I Have question we had anchors 24 mm diamter and grade 8.8 we achieved its Tensile strength and it's passed as per ISO 898 1:2009 P.12&54 as attached But failed as Elongation. We should achieved minimum elongation 12% while it's achieved only 11 and other one 10%.
I believe that design is based only on Tension resistance.. but what is the effect of elongation on design? should we give attention for elongation?
Thanks
Maher
I Have question we had anchors 24 mm diamter and grade 8.8 we achieved its Tensile strength and it's passed as per ISO 898 1:2009 P.12&54 as attached But failed as Elongation. We should achieved minimum elongation 12% while it's achieved only 11 and other one 10%.
I believe that design is based only on Tension resistance.. but what is the effect of elongation on design? should we give attention for elongation?
Thanks
Maher