dekin wrote:-
you are not putting into consideration the wind effect/loadings on the structure?
Comment:-
Like I mentioned in the write-up, this is a rough preliminary view. I do not have
any structural information as to the building. Recall that I mentioned that the
Principal problem to be encountered is that of horizontal load as induced by
wind and seismic wave. I also mentioned that this involved only and only an
estimate of the vertical load. It is a mere estimate (not exhaustive)
Could any one please up-load detailed information as this structure for further analysis?
Regards
Teddy
BennyP wrote:-
The warrior received a warn before for transparent links not for posting a virus. At least the both users don't post twice like every word and every post like chigozie.
Comment:-
I had only done this mistake for only my last posting.
I think that I had also explained the reason for this mistake.
Regards
Teddy
you are not putting into consideration the wind effect/loadings on the structure?
Comment:-
Like I mentioned in the write-up, this is a rough preliminary view. I do not have
any structural information as to the building. Recall that I mentioned that the
Principal problem to be encountered is that of horizontal load as induced by
wind and seismic wave. I also mentioned that this involved only and only an
estimate of the vertical load. It is a mere estimate (not exhaustive)
Could any one please up-load detailed information as this structure for further analysis?
Regards
Teddy
BennyP wrote:-
The warrior received a warn before for transparent links not for posting a virus. At least the both users don't post twice like every word and every post like chigozie.
Comment:-
I had only done this mistake for only my last posting.
I think that I had also explained the reason for this mistake.
Regards
Teddy