EK708
The beneficial effect of passive earth pressures in front of the wallis ignored, because its contribution to resistance is often small for reinforced concrete walls and is only mobilized after […]
EK554
Non-linear material effects in reinforced concrete are attributed to the stress-strain relationships for concrete and the reinforcing steel and also the bond breakdown between steel and concrete.
EK313
Limit design in reinforced concrete refers to the redistribution of moments that occurs throughout a structure as the steel reinforcement at a critical section reaches its yield strength.
EK295
If shear reinforcement is not provided, shear resistance in reinforced concrete members is developed by a combination of the following mechanisms: Shear resistance of the uncracked concrete. From 20% to […]
EK263
Proportioning reinforced concrete structural members by ultimate-strength design is based on the following assumptions: Strain in concrete is the same as in reinforcing bars at the same level, provided that […]
EK251
In long reinforced concrete structures, expansion joints must be provided at lengths of 30 to 60 meters. The width of the expansion joint is about 25 mm.
EK118
A reinforced concrete beam will initially behave elastically throughout, as the applied uniform moment is increased. When the limiting tensile strain for the concrete is reached a crack will form, […]
EK98
The action of a reinforced concrete beam in shear is represented by analogous truss in which the longitudinal reinforcement forms the bottom chord, the stirrups are the vertical members and […]