About additional requirements for Bolted Splice
About additional requirements for Bolted Splice
(OP)
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





RE: About additional requirements for Bolted Splice
RE: About additional requirements for Bolted Splice
Also, I have a questionfor the equation under the above one, 2(V*mh + V*hb)<=0.9(ae4 tw fuw), where the 2 come from, why need to times 2.
Thank you
RE: About additional requirements for Bolted Splice
You are indeed correct, this is one of the errors picked up in the 'Corrigenda' (?) issued in March 03. It should be available from the ASI website, www.steel.org.au