Determine (a) the increase in temperature that was required to fit the steel bars on the pins, (b) the stress in the brass bar after the load is applied to it.

3.3. Design Assumptions: Strain compatibility between steel and concrete (to prefect bonding; no slip; mechanical interlocking). Axially loaded only.- Uniform strain over cross section; Axial load plus …

For axially loaded beams, the following equation can be used to describe the development of internal forces in the pile due to axial deformation of the pile segment.

The following two conditions must be satisfied if the principle of superposition is to be applied. The loading must be linearly related to the stress or displacement that is to be determined. The loading …

At the point (or area) where loads are actually applied to axial members, the stresses are not uniform. As one moves away from the area though, the stresses even out pretty quickly. This behavior is …

Flexural Buckling (also called Euler buckling) is the primary type of buckling. Members are subject to flexure or bending when they become unstable. Local Buckling: This type occurs when some part or …

Columns are members which carry primary compressive loading. However, most columns also must resist some bending (flexural) loading and some shear loading. The ACI code considers all columns …