Wood Course Design - Industrial Building

Contents

Source Data

Paper

Introduction

1. Building Layout

2. Calculation of the glue panel of the coating

2.1 Choice of coating panel design

2.2 Determination of loads on the panel

2.3 Determination of geometric characteristics of the coating panel

2.4 Calculation for push-through from mounting load

2.5 Strength calculation

2.6 Calculation for stability of compressed skin

2.7 Calculation for glue joint chipping

3. Three-ball frame calculation

3.1 Load collection

3.2 Geometric calculation

3.3 Static Frame Calculation

3.4 Selection of frame sections

3.5 Selection of strength of bisector section

3.6 Check of normal section strength

3.7 Check of stability of flat shape of deformation

3.8 Calculation and design of units

3.8.1 Support unit

3.8.2 Calculation of skate unit

4. Fachwerk rack

4.1 Preliminary selection of cross-section of the frame

4.2 Determination of loads on the fan rack

4.3 Determination of forces in the frame

4.4 Calculation of flywheel rack

4.5 Calculation of support unit of Fachwerk rack

5. List of literature used

Paper

P. 27; Figure 21; tab. 3; library of names 8

COVER PANEL, FRAME OF RECTILINEAR ELEMENTS, FAHWERK, CALCULATION, LOAD, ASSEMBLY

In the course design, wooden structures of the transverse frame of the building were calculated. Design and normative loads on the coating and transverse frame of the building are determined.

Calculation of coating panel, frame of rectilinear elements with strength check was performed. Design solutions are selected and frame units are calculated. The section of the fachwerk post was calculated and selected.

List of graphic material: 2 sheets of A2 format.

Introduction

Along with the currently leading types of construction made of stone, concrete, steel, mixed building structures, designers often offer new structures made of wood. The areas where they can be applied have expanded significantly due to the development of new techniques and new equipment in construction. The main possibilities arising from the natural properties of wood as a building material remain unchanged. However, in connection with the application of the new technique of compounds and the possibility of producing various combinations, the methods of building from wood are more diverse.

Planar structures (beams, arches, frames, trusses, etc.) are designed to perceive loads acting in their plane. In buildings or structures, different planar structures form a spatial structure when interconnected, which should provide a reliable perception of external forces of any direction at the most disadvantageous combination of them in accordance with operating conditions. At the same time, the transfer of forces from some parts of the structure to others, up to its base, must take place without any violation of spatial invariability, stability, rigidity and strength of the entire spatial structure as a whole and its individual parts.

Stability of the frame building at hinged support of the posts on the foundations and their hinged abutment to the coating elements can be created only if if the structural elements of the pavement and walls are not only sufficiently strong, rigid and stable for the perception of all loads acting on them, but they will also create unchangeable, rigid and stable diaphragms, thereby forming an unchangeable, rigid and stable spatial box.

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