palves
Structural
- Jun 6, 2008
- 61
I'm currently using a computer program to analyze cast-in anchor groups and need some clarification. When I calculate Vb from this section I am using Le=hef since my anchor is not a torque controlled expansion anchor as the 2nd provision for Le states. However, the computer program has a slightly different number for Vb and the difference seems to be in their use of the line "in no case shall Le exceed 8*da", even though it appears to me that this ONLY applies to the 2nd case. Or does it? Does anybody know if this sentence applies to BOTH provisions for Le, in which case it would supercede my Le=hef. Thanks.