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Questions related from Ephrem Beyene
For columns located in non-seismic region is there any limit on the normalized axial load(Ned/(fcd*b*h), Ned-design axial load, b and h are column cross section and fcd is design axial load) to...
05 February 2019 5,255 3 View
what is the best arrangement of confinement reinforcement in column and wall sections. linking every vertical reinforcement with link may lead to congestion. for this reason please elaborate what...
05 January 2019 8,661 3 View
I am trying to model foundation systems in sap 2000 and am trying to model the soil as Gap( compression only link element). anyone with expreince on how to define this elements appropriately...
30 December 2018 2,192 5 View
I am modeling mat foundation in sap 2000. and I am a bit concerned on the use of line spring elements since they can carry both tension and compression. but, the area spring option allows me to...
28 December 2018 9,861 3 View
while designing structures to Eurocode 1998( seismic design) the normalized axial load( Ned/fcd*b*h, where Ned is Axial load, fcd is design concrete strength, b and h are cross sectional...
28 December 2018 8,051 2 View
