EK596
Horizontal stiffeners are generally not provided individually. They are used in addition to vertical stiffeners, which are provided close to the support to increase the bearing resistance and to improve […]
EK593
When the shear capacity of the beam is exceeded, the shear failure occurs by excessive shear yielding of the gross area of the webs.
EK374
When any dimension of web opening exceeds 10% of the minimum dimensions of the panel in which it is placed, the shear capacity of the panel is limited to its […]