EK610
All building framing affected by overhead cranes should be braced for the thrusts induced by sidesway and longitudinal motions of the cranes. Bracing used for wind or erection may be […]
EK609
Because wind may blow from any direction, the building also must be braced for the wind load on the gables. This bracing becomes less important as the building increases in […]
EK164
When a braced or unbraced frame has low slenderness, so that ratio between elastic buckling load and acting load is greater or equal to 15, then EC3 allows all the […]
EK161
When a braced or unbraced frame has low slenderness so that ratio between elastic buckling and acting load is greater than or equal to 10, then EC3 allows the moments […]