PowerRanger
Structural
- Jan 17, 2005
- 60
Hi Fellows
There is a question about the AISA (Australian) Design of structural connection 4th edition, 4.10 Bolted Splice Connection, p140, Double column of bolts. The addition requirements for end plate tearout, for the requirement V*mh + V*mb <= 0.9(ae5 ti fui ), should V*mb be V*hb? this equation is at the 4th line from bottom.
Thank you for your time
There is a question about the AISA (Australian) Design of structural connection 4th edition, 4.10 Bolted Splice Connection, p140, Double column of bolts. The addition requirements for end plate tearout, for the requirement V*mh + V*mb <= 0.9(ae5 ti fui ), should V*mb be V*hb? this equation is at the 4th line from bottom.
Thank you for your time
