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NCSEA Webinar –ASCE 7-10 Changes in Wind Load Provisions 30 700 Year RP Winds Notes: 1. Values are nominal design 3-second gust wind speeds in miles per hour (m/s) at 33 ft (10m) above ground for Exposure C categ ory. Linear interpolation between contours is permitted.
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ASCE 7-10 Wind loads on rooftop platform
ASCE 7-10 Wind loads on rooftop platform
I am designing a platform to hold equipment on top of a building. I have already calculated my wind pressure. I am a bit confused on the force coefficient to use. I know to use Figure 29.5-1 for the force coefficient on the equipment, but unsure on what figure to use for the force coefficient on the platform itself. I am thinking I use the force coefficients in figure 29.5-2. The platform has four pipe columns, the beams are made out of wide flanges and channels and i have knee braces to stabilize the structure.
It would greatly appreciated any help on the correct way to calculate the wind force on the platform.The expanded seismic commentary, which is incorporated into the third printing of Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10, replaces Commentary Chapters C11 through C22 of the first and second printings. The expanded seismic commentary covers design criteria, design requirements for building structures, design requirements for nonstructural components, material-specific seismic design and detailing requirements, design requirements for nonbuilding structures, soil-structure interaction, site-specific ground motion procedures, and seismic ground motion long-period transition and risk coefficient maps. Errata and Supplement 1 can be downloaded from http://www.asce.org/sei/errata.
...'>Asce 7-10 Chapter 30 Pdf(23.04.2020)NCSEA Webinar –ASCE 7-10 Changes in Wind Load Provisions 30 700 Year RP Winds Notes: 1. Values are nominal design 3-second gust wind speeds in miles per hour (m/s) at 33 ft (10m) above ground for Exposure C categ ory. Linear interpolation between contours is permitted.
2⃣ Now, switch your phone to Airplane Mode then Download and Install new Whatsapp on your phone. Metasploit vanish sh download skype app.
ASCE 7-10 Wind loads on rooftop platform
ASCE 7-10 Wind loads on rooftop platform
I am designing a platform to hold equipment on top of a building. I have already calculated my wind pressure. I am a bit confused on the force coefficient to use. I know to use Figure 29.5-1 for the force coefficient on the equipment, but unsure on what figure to use for the force coefficient on the platform itself. I am thinking I use the force coefficients in figure 29.5-2. The platform has four pipe columns, the beams are made out of wide flanges and channels and i have knee braces to stabilize the structure.
It would greatly appreciated any help on the correct way to calculate the wind force on the platform.The expanded seismic commentary, which is incorporated into the third printing of Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10, replaces Commentary Chapters C11 through C22 of the first and second printings. The expanded seismic commentary covers design criteria, design requirements for building structures, design requirements for nonstructural components, material-specific seismic design and detailing requirements, design requirements for nonbuilding structures, soil-structure interaction, site-specific ground motion procedures, and seismic ground motion long-period transition and risk coefficient maps. Errata and Supplement 1 can be downloaded from http://www.asce.org/sei/errata.
...'>Asce 7-10 Chapter 30 Pdf(23.04.2020)