In practice the actual maximum stress is greater than the stress determined by the simple girder theory, which overestimates the bearing or supporting capacity of the flange. The fact is that the assumptions of the simple girder theory no longer hold true, since normal transverse and shearing stresses are engendered in the plane of the flange
This report analyzes the action of a cantilever T beam with a tension flange so thin it can only car...
This paper reports the dependences that have been derived to determine the effective width of a free...
This paper reports the dependences that have been derived to determine the effective width of a free...
In practice the actual maximum stress is greater than the stress determined by the simple girder the...
The maximum compressive stress carried by a hinged flange is computed from a deformation theory of p...
The maximum compressive stress carried by a hinged flange is computed from a deformation theory of p...
Web stresses and flange stresses were measured in three built-up beams: one of constant depth with f...
In opposition to the advantage of larger dimensions, there is one disadvantage, namely, the weight o...
The use of different forms of wide-flange, thin-wall steel beams is becoming increasingly widespread...
This paper presents a series of tables for the simple and more common types of girders, similar to t...
Noting that the stiffness of the girder increases very rapidly as Beta increases, the result can be ...
This report discusses the fundamental action of shear deformation of the flanges on the basis of sim...
A chart is presented for the values of the coefficient in the formula for the critical compressive s...
The approximate size of the stress criterion of a bar on two supports stressed beyond the elastic ra...
The maximum compressive stress carried by a hinged flange is computed from a deformation theory of p...
This report analyzes the action of a cantilever T beam with a tension flange so thin it can only car...
This paper reports the dependences that have been derived to determine the effective width of a free...
This paper reports the dependences that have been derived to determine the effective width of a free...
In practice the actual maximum stress is greater than the stress determined by the simple girder the...
The maximum compressive stress carried by a hinged flange is computed from a deformation theory of p...
The maximum compressive stress carried by a hinged flange is computed from a deformation theory of p...
Web stresses and flange stresses were measured in three built-up beams: one of constant depth with f...
In opposition to the advantage of larger dimensions, there is one disadvantage, namely, the weight o...
The use of different forms of wide-flange, thin-wall steel beams is becoming increasingly widespread...
This paper presents a series of tables for the simple and more common types of girders, similar to t...
Noting that the stiffness of the girder increases very rapidly as Beta increases, the result can be ...
This report discusses the fundamental action of shear deformation of the flanges on the basis of sim...
A chart is presented for the values of the coefficient in the formula for the critical compressive s...
The approximate size of the stress criterion of a bar on two supports stressed beyond the elastic ra...
The maximum compressive stress carried by a hinged flange is computed from a deformation theory of p...
This report analyzes the action of a cantilever T beam with a tension flange so thin it can only car...
This paper reports the dependences that have been derived to determine the effective width of a free...
This paper reports the dependences that have been derived to determine the effective width of a free...