Influence Lines In Continuous Beams

This spreadsheet computes influence lines of bending moment and shear force for the sections of continuous beams.

BS 5400, BD 21 and BD 86

Abnormal Load Vehicles, HB Vehicles, BD21 Annex D Vehicles and BD86 STGO Vehicles are analysed as moving loads across a single or multi-span continuous line beam to determine critical bending moments and shear forces.

Analysis for Static Loads and Settlement at Supports

Calculates bending moments and shear forces for loads on a single span or continuous multi-span beam using the moment distribution method.

AASHTO LRFD Shear Capacity Of Concrete Section

LRFDShear Computes ultimate capacity of reinforced/prestressed concrete members subjected to combined action of shear, flexure, torsion and axial forces.

Lateral Torsional Buckling of Beams

LTBeam is a software which deals with the elastic Lateral Torsional Buckling of Beams under bending action about their major axis.

Fire Calculation for Industrial Halls

LUCA calculates displacements and additional horizontal forces that appear in industrial halls during fire enabling the engineers to consider their effect in the design in order to avoid collapse or risk of human life.

Truss Constructions

MATruss performs static strength analysis of a structure made up by truss elements. An easy to use preprocessor make the input of model data a fast and carefree process.

Mexe Analysis To Bd 21/01 And Ba 16/97 For Single Span Masonry Arch

The modified MEXE analysis to BD 21/01 and BA 16/97 for single span masonry arch with option for axle lift-off.

Mechanical, Industrial and Technical Calculations

MITCalc is the mechanical, industrial and technical calculations package. This professionally multi-language prepared package includes solutions for gearings, belt and chain drives, bearings, springs, beams, shafts, bolt joints and many others.

Straight beams with a constant cross-section

The application is designed for calculations of straight, maximum three times static indefinite beams with constant axis-symmetrical profiles.

Prestressed Bolt Connection

MITCalc Bolted Connections is designed for a geometrical design and strength check of a prestressed bolt connection, loaded by static or cyclic loading resp. , acting both in the axis of the bolt and in the plane of the connected parts.

Calculation Slender Strut (Column) Buckling

MITCalc Buckling is designed to calculate the optimum cross-section and perform strength check of slender struts strained for buckling

Plates Deflection and Stress

This calculation deals with the deflection, stress and variation of forces in the loaded flat plates.

Profiles Static Characteristics

MITCalc Profiles solves area characteristics of common profiles and mass characteristics of solids created by drawing or rotation of the profile.

Shafts Design and Calculation

The calculation is designed for geometrical designs and complex examinations of shafts.

Design and strength control of statically loaded welded connections

MITCalc Welded Connections is intended for the geometrical design and strength control of statically loaded welded connections of machine structures manufactured from carbon steels.

Simple-Span Members Subjected To 1-8 Moving Wheel Loads

MOVLOADS is a spreadsheet program written in MS-Excel for the purpose of analysis of simple-span members subjected to from one up to eight moving wheel loads with up to seven wheel spacings.

Nonlinear Analysis and Performance Assesment for 3-D Structures

PERFORM-3D is a general tool for implementing displacement-based design, analysis and performance assesment for 3-d structures.

Analysis Precast Girder Splice Alternatives

PGSplice is our spliced girder analysis software. This software has been developed for the Alternate Route Project.

Analysis of Shear - Critical Reinforced Concrete Columns

The stand-alone Windows program Phaethon with user’s interface written in C++ offers analysis of shear - critical reinforced concrete columns to its user both for rectangular but also for circular reinforced concrete columns.