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Nscp 20153/29/2024 ![]() Local codes and ammendments may govern,verify with local building department or jurisdiction. * Wind speeds derived from ASCE 7-05, ASCE 7-10 and ASCE 7-16. Values are nominal design 3-second gust wind speeds in mph at 33ft above ground for Exposure C category. Values interpolated to the nearest 1-mph in high wind areas. Video Introduction to Wind Load Analysis Using STAAD(1) Video Speed Up Your Steel Connection Designs With STAAD(1) Note: NBCC code reference for the “Basic Roof Snow Load Factor” - look for 4.1.6.2 Sentence (2) A few excerpts from the allowable stress design load combinations in the 2010 FBCB are as follows: D + H + F + 0.6W (Equation 16-12) Determined the basic wind speed, V, in accordance with ASCE 7 Figure 6-1 or IBC Figure 1609, assuming the wind can come from any direction. ![]() Steel Design in Nscp 2015 Using Bentley STAAD - Part 1 Steel Design in Nscp 2015 Using Bentley STAAD - Part 2. STAAD Pro Basic - Add Beam, Insert Node, Transnational Repeat STAAD Pro Basic Tutorial for Beginners - Part I. This is the same definition previously used, but the speeds listed are dramatically different. ![]() ASCE 7-10 defines the term V as the basic wind speed corresponding to a 3-sec gust speed at 33 ft. In the NSCP since its 2001 version, 250 kph is already defined as the 50-year return period gust wind speed in Zone I, which includes Bicol, Quezon, and Samar (not Leyte and other areas severely affected by Typhoon Yolanda). ![]()
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