97 UBC Code Duration Factor Question
97 UBC Code Duration Factor Question
(OP)
Table 2.3.2-Load Duration Factors on page 2-291
I am designing anchor bolts for a sill plate connection to the concrete foundation wall for lateral analysis. For the wind load duration factor, when can you use 1.6 as specified on note 2.
Thanks
I am designing anchor bolts for a sill plate connection to the concrete foundation wall for lateral analysis. For the wind load duration factor, when can you use 1.6 as specified on note 2.
Thanks






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