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Anonymous Member


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1 to 5 of 6 total
Posted By Anonymous Member 03-19-2024 01:46 PM
Found In Community: Peer-to-Peer Standards Exchange
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This message was posted by a user wishing to remain anonymous I am working on a project with a new building being constructed adjacent to a an existing building with a gable roof. Per ASCE 7, i know unbalanced snow loading is not required for a gable roof with a slope exceeding 7 to 12. Would a gable ...
Posted By Anonymous Member 01-17-2024 11:20 AM
Found In Egroup: Peer-to-Peer Standards Exchange
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This message was posted by a user wishing to remain anonymous For connections design in seismic resistance systems, the static EQ is 5 times larger than the Response Spectrum for R=5. If we consider an R = 1 for RS, the value will be equivalent to the static EQ with R=5, shall we still use an overstrength ...
Posted By Anonymous Member 01-04-2024 03:28 PM
Found In Community: Peer-to-Peer Standards Exchange
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This message was posted by a user wishing to remain anonymous ASCE 7 (2016 for this question) section 29.4.1 states that for rooftop equipment, one must apply the GCr value of somewhere between 1 and 1.9 depending on the ratio between building area and equipment area. There appears to be no consideration ...
Posted By Anonymous Member 02-22-2023 12:22 PM
Found In Community: Peer-to-Peer Standards Exchange
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This message was posted by a user wishing to remain anonymous I am writing to request clarification on the differences between Special reinforced concrete shear walls and Reinforced concrete ductile coupled walls, as outlined in ASCE 7-22 Table 12.2-1. While I understand that Ductile coupled walls comprise ...
Posted By Anonymous Member 02-14-2023 07:57 AM
Found In Egroup: Peer-to-Peer Standards Exchange
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This message was posted by a user wishing to remain anonymous I believe there is a typo in the ASCE/SEI 7-22, Eq. 12.10-8. Would someone please verify? Alternative design provisions for diaphragms, including chords and collectors states that the design acceleration coefficient, Cpi = 0.8 Cpo. ...