jenofstructures
Civil/Environmental
im reading the ACI 530 on special boundary element then i arrive on the computation of largest neutral axis, in the part of 3.3.6.8
the equation needs Cd, or the amplification factor and a deflection ?ne
is ?ne is the deflection determined by elastic analysis as said in ASCE 7-05 eq.12.8-15?
and if it is the eq. 12.8-15, how can you compute the ?xe? ASCE did not state anywhere on how to compute this
Please enlighten me on this one
thanks
Poems are made by fools like me, but only God can make a tree. engineers creates wonderful buildings, but only God can creates wonderful minds
the equation needs Cd, or the amplification factor and a deflection ?ne
is ?ne is the deflection determined by elastic analysis as said in ASCE 7-05 eq.12.8-15?
and if it is the eq. 12.8-15, how can you compute the ?xe? ASCE did not state anywhere on how to compute this
Please enlighten me on this one
thanks
Poems are made by fools like me, but only God can make a tree. engineers creates wonderful buildings, but only God can creates wonderful minds
