Dear Friends,
Why do we need to divide the seismic on ASD by 1.4(e.g. D + E/1.4)? What's the reason behind that?
Thank you.
Regards,
David Francis C. Caballero
Structural Design Engineer
License No. 0103970
Professional Regulation Commision
Manila, Philippines
email: engrfrancis05@yahoo.com
CP#:
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