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English Translations » 【静设备】 » Design of self-supporting steel chimneys～Wind bending moment

Design of self-supporting steel chimneys～Wind bending moment coefficient

2018-12-17View Original

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Dear experts in the marine field: I have a question. The wind bending moment calculated by the software is 10,000. Why is it necessary to multiply this value by a factor of 1.4 when specifying the foundation conditions, resulting in 14,000? Which standard specifies this factor? Thank you!
Reply #22018-12-17
1.4 is the wind load partial factor
Reply #32018-12-18
What was said upstairs is correct; you can refer to the provisions regarding the partial coefficients for variable loads in clause 3.2.4 of the standard GB50009-2012.

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Translated at 2026-07-21 02:59:51

Original: https://bbs.hcbbs.com/thread-2217001-1-1.html

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