Hi all,
Ive got the following situation:
A 4.3m threaded rod is anchored to a composite concrete slab and this is divided into two sections of 2.15m connected by a M10 coupler. Assumming this rod is of Grade 8.8 and is also M10, how should I proceed to calculate its capacity? Would I have to...
Hi all,
Ive got the following situation:
A 4.3m threaded rod is anchored to a composite concrete slab and this is divided into two sections of 2.15m connected by a M10 coupler. Assumming this rod is of Grade 8.8 and is also M10, how should I proceed to calculate its capacity? Would I have to...