Calculation performs the analysis of the simply supported steel beam under various loading and support conditions and returns analysis results in various graphical and tabular format.

Calculation performs the analysis of a continuous steel beam with multiple spans under various loading conditions. The Three-Moment Equation (Clapeyron) method is used to determine support reactions, from which shear, bending moment, slope and deflection are computed for the full beam.

Calculation performs the analysis of the in-plane eccentric load using Elastic Method and is applied to various numbers of bolts in unconstraint arrangement. The applied load is translated to the centroid of the pattern and the resultant forces are then resolved into shear forces at individual bolt areas.

Elastic analysis of a pile group under combined axial loads, shear forces, and bending moments from one or more columns. Resolves individual pile reactions and checks compression, tension, and shear capacities.

Crack width form performs crack width calculations of rectangular cross-sections currently to EN1992-1-1 and BS8110. Serviceability limit state requires cracks within reinforced concrete structural elements to be controlled down to allowable width.

Calculation performs design of rectangular reinforced concrete beam to BS8110-1. The design is based on the limit state method and the beam is designed for bending and shear. Detailing and deflection checks are included.