SEI/ASCE 30-00 Guideline for Condition Assessment. Probability Density Functions ASCE. These include: Minimum wind loads Improved exposure and roughness examples Revisions to low-rise envelope method Rooftop equipment 2 REORGANIZATION OF WIND LOAD PROVISIONS The wind load provisions of Chapter 6 in ASCE 7 have been reorganized into 6 new Chapters. Chapter 29: Other Structures. Conditions, Limitations. Microsoft dynamics nav 2017 crack. Solid Freestanding Walls or Signs. Solid Attached Signs. Wind Loads on Rooftop Structures and Equipment. Parapets. Roof Overhangs. Minimum Design Wind Loadings ASCE 7‐10 Main Wind Force Resisting System (MWFRS) Chapter 29: Other Structures.

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

Asce 7 10 Chapter 30 Pdf

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

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

Asce 7-10 Chapter 30

. EFFECTIVE WIND AREA, A: (ASCE/SEI 7-10, similar at 7-16) The area used to determine (GC p). For component and cladding elements, the effective wind area (in Figs. 30.4-1 through 30.4-7, 30.5-1, 30.6-1, and 30.8-1 through 30.8-3) is the span length multiplied by an effective width that need not be less than one-third the span length.
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.
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.