EK544
The distribution and magnitude of bond stresses along a bar are difficult to establish quantitatively. One problem is the progressive shifting of the bond distribution along the bar as bond […]
EK338
Principle of St. Venant states that the actual distribution of the load over the surface of its application will not affect the distribution of stress or strain on sections of […]
EK337
The form of the distribution of shear stresses is dependent on the shape of the cross-section of the beam, and on the direction of application of the shearing force.
EK291
For doubly reinforced concrete T beam, the distribution of shear stresses is as shown below.
EK290
For singly reinforced concrete T beam, the distribution of shear stresses is as shown below.
EK289
For doubly reinforced concrete beam, the distribution of shear stresses is as shown below.
EK288
For singly reinforced concrete beam, the distribution of shear stress above the neutral axis is a parabolic curve. Below the neutral axis, the maximum shear stress is maintained down to […]
EK287
The distribution of shear stresses according to elastic theory for a homogeneous rectangular beam is as shown below.
EK277
The factors involved in controlling main cracks are the reinforcement stress, the bond characteristics of reinforcement, the distribution of reinforcement, the diameter of the steel bars used, the steel percentage, […]
EK187
When the location and distribution of the walls are such that their centre of resistance coincides closely with the centre of the mass and the geometric centroid of the complete […]
EK186
The distribution of horizontal loads between stability wall elements is generally determined by the position and stiffness of the walls in the structure.
EK110
Although the rigid frame structure has a tube-like form, its behavior is much more complex than that of a solid tube. Unlike a solid tube, it is subjected to the […]
EK40
The assumption has been made that the loads applied to a connection are equally divided between the bolts. For this distribution to be correct the plates must be perfectly rigid […]