EK693
In addition precast roof, floor and stair members not containing ties should be anchored back to the parts of the structure containing the ties. The capacity of this anchorage should […]
EK553
Eccentric placement of the connector within the duct reduced the capacity between 15 and 20%.
EK451
The efficiency of a pile group is defined as the ratio of the actual capacity of the group to the summation of the capacities of the individual piles in the […]
EK371
Once a web panel has buckled, its capacity to carry additional diagonal compressive stresses is ignored and it is assumed that a new load-carrying mechanism s developed, whereby any additional […]
EK285
The variation in the lever arm along the beam length is small and is never less than the value obtained at the section of maximum bending moment. Thus, it may […]
EK280
A hook is used at the end of a bar when its straight embedment length is less than the necessary development length. Thus the full capacity of the bar can […]
EK81
Plastic moment is the moment resistance of a fully yielded cross-section, The cross-section must be fully compact to develop its plastic strength. The component plates of a section must not […]
EK64
Two failure modes can be identified for hanger-type connections: formation of plastic hinges in the tee flange or angle leg at cross-sections 1 and 2, and tensile failure of the […]