IBC TABLE 2306.2.1 (WALL STUD BENDING STRESS INCREASE FACTORS)
IBC TABLE 2306.2.1 (WALL STUD BENDING STRESS INCREASE FACTORS)
(OP)
Can anyone tell me how this is different from a load duration factor of 1.6 for Wind/Seismic?
TIA
TIA
When was the last time you drove down the highway without seeing a commercial truck hauling goods?
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IBC TABLE 2306.2.1 (WALL STUD BENDING STRESS INCREASE FACTORS)
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RE: IBC TABLE 2306.2.1 (WALL STUD BENDING STRESS INCREASE FACTORS)
There are a number of conditions to be met, so be sure to meet them all.
RE: IBC TABLE 2306.2.1 (WALL STUD BENDING STRESS INCREASE FACTORS)
DaveAtkins