EK682
Spreadsheet. Minimum cross-sectional dimensions of a reinforced concrete members under fire conditions according to EC2
EK224
Plastic hinges form in a member at the maximum bending moment. However at the intersection of two members, where the bending moment is the same, the plastic hinges forms in […]
EK219
Warping restraint increases the torsional stiffness of a member, and at any point along its length the applied torque is resisted by the two components, one due to the St. […]
EK218
If warping is prevented by rigid supports at the ends of the member, the torsional stiffness is increased and longitudinal tensile and compressive stresses are induced.
EK156
The second order moments arising from the member deflections from the straight line joining the member ends are called P-delta effects.
EK145
When the load reaches the elastic buckling value at which the original straight position of the member is one of neutral equilibrium, the member may deflect laterally without any change […]
EK68
When the material of a structural component is stressed beyond its elastic limit, the stress will seize to be proportional to the strain, Hooke’s law will no longer apply, and […]