Asce 7-10 Chapter 30

Asce 7-10 Wind Loads Chapter 30 Pdf

C&C Wind Loads on Roof Overhang per ASCE 7-10 Figure 30.5-1

Asce 7-10 Chapter 30 Pdf

Asce 7-10 Chapter 30 Pdf Free

Technical Bulletin Relating ASCE/SEI 7-10 Design Wind. Aug 30, 2011 - Relating ASCE/SEI 7-10 Design Wind Loads to Fenestration. The 2010 version of ASCE/SEI 7 cannot be intermixed with earlier versions. 87 SEI/ASCE 7-10: Minimum Design Loads for Buildings. Easy-to-use mapping features offer a better way to look up key design parameters specified by Standard ASCE 7. NEW ASCE 7 Hazard Tool identifies hurricane-prone regions and wind-borne debris regions, as defined in ASCE 7-16, Chapter 26 and ASCE 7-10. See ASCE 7-10 Chapter 30  Part-1. Envelop Procedure for enclosed and partially enclosed buildings. Building has a flat roof, gable roof, stepped roof, hip roof, monoslope roof or sawtooth roof.  Part-2. Envelop Procedure for enclosed buildings. Building has a flat, gable or hip shape roofs. The building which is used as headquarter for police operation, is 30 m x 15 m in plan as shown in the figure (enclosed), and located right on the Gaza Beach (flat terrain). Note: Use a basic wind speed of 100 Km/hr and ASCE 7-10 Directional Procedure.

Asce 7-10 Chapter 30 Pdf

Hello,
I am designing a building per Ch. 30 part 2 of ASCE 7-10. I have the MWFRS pressures and the component and cladding (C&C) pressures for the walls and the roof taken directly for Fig. 30.5-1. I'm struggling a little with the roof overhang C&C pressures. My building requires a basic wind speed of 120 mph.
Why doesn't the 'Roof Overhang net Design Wind Pressure' table of Fig. 30.5-1 include a basic wind speed for 120 mph? Why does 30.10 state 'The design wind pressure for roof overhangs of enclosed and partially enclosed buildings of all heights, except enclosed buildings with h <= 160 ft for which the provisions of Part 4 are used, shall be determined from the following equation:...', which seems to contradict the fact that there is a table in Fig. 30.5-1 titled 'Roof Overhang net Design Wind Pressure'.
I looked for errata on this, but I didn't find anything. I must not be understanding something here.
Thanks!
EIT