(1)
The maximum deflection of structural members shall conform to Table 9.4.3.1.
(2)
Dead loads need not be considered in computing deflections referred to in Sentence (1).
Table 9.4.3.1. Maximum Deflections
Forming Part of Sentence 9.4.3.1.(1)
The maximum deflection of structural members shall conform to Table 9.4.3.1.
Dead loads need not be considered in computing deflections referred to in Sentence (1).
Forming Part of Sentence 9.4.3.1.(1)