inquiry on ASCE 7-05 eq.12.8-15
inquiry on ASCE 7-05 eq.12.8-15
(OP)
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 δne
is δne 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 δxe? ASCE did not state anywhere on how to compute this
Please enlighten me on this one
thanks
the equation needs Cd, or the amplification factor and a deflection δne
is δne 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 δxe? ASCE did not state anywhere on how to compute this
Please enlighten me on this one
thanks
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