Table 3-4. Maximum spacing for ties and 4 by 4s or larger shores where member to be supported is a double member (in)

Panel Wall Form Design -Cont.

Table 3-5. Average breaking load of tie material (lb)

US Army Engineer Center and School
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Table 3-4. Maximum spacing for ties and 4 by 4s or larger shores where

member to be supported is a double member (in).

3-11

EN5466

Western Governors University

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