Nscp 2010 pdf download

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Load combinations for are changed due to the use of strength‐based wind loading based on ASCE 7‐10 Additional live load designations for parking, garage, and ramp live loading Basic wind speed are revised based on latest studies For communication towers, ANSI TIA/EIA 222G latest edition is fully referenced in the NSCP Significant Changes to Chapter 2 Minimum Design Loads  UPDATES ON CHAPTER 2 : MINIMUM DESIGN LOADS NATIONAL STRUCTURAL CODE OF THE PHILIPPINES NSCP 2015, VOLUME 1

 

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