EK599
Plastic analysis is based on the idealization of the stress-strain curve aselastic-perfectly-plastic. It is further assumed that the width-thickness ratio of plate elements is small so that local buckling does […]
EK419
Care is needed in detailing welded joints of the T and corner type, where restrained weld shrinkage forces are transmitted through the weld into a plate in the through-thickness direction. […]
EK411
Prying action can be kept to a minimum by using the following measures: increasing the ratio a/b to at least 0,75; increasing the bolt spacing to at least 90 mm; […]
EK409
Prying action occurs in T-type or butt-type connections with bolts in tension. Bending of the end plate causes the edges of the end plates to bear hard on the mating […]
EK396
The deflection and rotation of the beam due to its loading will cause a concentration of bearing at the front edge and, depending upon the load from above the bearing, […]
EK391
In general a plain or slab base is used for pinned conditions or when there is very little tension between the plate and the concrete.
EK372
The behaviour of a girder under an increasing shear load may be divided into the three phases: Unbuckled. The situation prior to buckling when equal tensile and compressive principal stresses […]
EK89
It is assumed that each of the panels formed by the supports and yield lines is a flat plate. The bending deformation within the panels is ignored because the overall […]