EK217
In general the cross-sections of members subject to torsion do not remain plane, but tend to warp. Warping is the change in geometric shape of the member so that cross-sections […]
EK177
The overall behavior of a precast structure depends to a large extent on the behavior of connections. Apart from the design of force transfer between individual units, there should also […]
EK174
The central concepts of limit state design are as follows: All the separate conditions that make the structure unfit for use are taken into account. These are the separate limit […]
EK171
A joint may be classified as full strength if its design moment resistance is not less than that of the connected members.