Hi,
I am trying to understand the section modulus Zd, Zu and Zp in AS3700, for an ungrouted, unreinforced masonry wall. The wall consists of 15.01 hollow blocks (390x190x140):
For Zd, it is pretty straight forward - basically section modulus of the block itself viewing from plan, and then...
Hi all,
A newbie engineer here and a newbie to the forum.
I'm having trouble understanding the lateral-torsional buckling restrains for beams in bending.
AS4100 cl. 5.4.2.1 states that a restrain is considered to be "Fully Restrained" if the restraint "effectively prevents lateral deflection...