ASCE 7-10

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How do I tell if my building/enclosure is considered “partially enclosed”?

A building is considered “Partially Enclosed” if it complies with both of the following conditions (ASCE 7-16, Section 26.2, “BUILDING, PARTIALLY ENCLOSED”): the total area of openings in a wall that receives positive external pressure exceeds the sum of the areas of openings in the balance of the building envelope (walls and roof) by more …

How do I tell if my building/enclosure is considered “partially enclosed”? Read More »

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How do I calculate the effective opening area on window or door products? – What opening area should be used for wind pressure determination on a multi-panel product?

The Building Codes in the US reference ASCE-7 for the design of the components and cladding of buildings (26.1.2.2 ASCE 7-10 & ASCE 7-16).   Theory Of wind design goes that the smaller the area in consideration, the greater the probability that a maximum burst of wind will occur in that area over any 3 …

How do I calculate the effective opening area on window or door products? – What opening area should be used for wind pressure determination on a multi-panel product? Read More »

Did the wind loading requirements change for rooftop structures for ASCE 7-22 – ASCE 7-16 & The Florida Building Code?

Regarding ASCE 7-16 & the 2020 Florida Building Code (FBC) Also Applies for ASCE 7-22 & 2023 Florida Building Code (8th Edition)   YES. Section 1609.1.1 and Chapter 35 of the 2020 FBC refer to ASCE 7-16 as the governing code for loading requirements on most rooftop structures*. *Section 1609.5 of the 2020 FBC lays …

Did the wind loading requirements change for rooftop structures for ASCE 7-22 – ASCE 7-16 & The Florida Building Code? Read More »

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Should a professional utilize the ASD (“Allowable Stress Design”) method or the LRFD (“Load Resistance Factored Design”) method when calculating the required wind pressure for use with tested / approved systems?

Most all products are evaluated using the ASD method (unless noted otherwise). ASD method in, then ASD method out. Among the notable changes in ASCE 7-10 & ASCE 7-16, the wind speed map and the importance factor for wind loads have been replaced with three wind load maps based on difference and newly defined return …

Should a professional utilize the ASD (“Allowable Stress Design”) method or the LRFD (“Load Resistance Factored Design”) method when calculating the required wind pressure for use with tested / approved systems? Read More »

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