Course work "Beam cage"

Contents

Introduction

1. Beam cage layout

2. Structural flooring calculation

3. Calculation of floor beams and auxiliary beams

4. Main Beam Calculation

4.1. Define Loads and Design Forces

4.2. To Match a Composite Welded Beam Section

4.3 Changing the section of the main beam along the length

4.4 Check of strength, deflections and general stability of beams

4.5. Check of local stability of beam elements

4.6. Calculation of waist welds

4.7. Calculate Datum Edges

4.8. Calculation of Beam Fillets

4.9. Calculation of beam mounting joint

5. Column Calculation

5.1. Solid Column Rod Calculation

5.2. Calculation of Through Column Bar with Bars

5.3. Column Base Calculation

5.4. Calculation of column heads

List of literature used

Introduction

The development of the beam cell project is aimed at consolidating theoretical knowledge of the corresponding section of the course and giving the necessary skills in the calculation and design of metal structures. By the nature of the tasks considered and solved, the course work is divided into two main parts: calculation and graphic. In the design part, a version of the beam cage is chosen, the flooring, flooring beams, auxiliary beams are calculated, the most economical solution of the beam cage is analyzed and selected. Then, structural elements of the accepted version of the beam cage, parts and assemblies are calculated.

In the graphic part, drawings of the beam cage in the CM and CMD stage are compiled. In this part, the following are developed: the installation diagram of the beam cage with the marking of all elements, drawings of the sending marks of the main and auxiliary beams, columns, as well as structural interfaces. A steel specification and a table of shipping marks are compiled.

Source Data:

cipher 34134

Longitudinal pitch of columns L = 18 m;

Transverse pitch of columns l = 8m;

Standard payload pn = 1800 kg/m2;

Height of columns H = 8.0m;

Steel brand C275;

ln = 1.5 m - for a normal beam cell;