Design of one-storey production building from KDK

Contents

1. Source Data

2. Calculation of insulated gluenofaner plate for roll roof

2.1. Panel Work Section Layout

2.2.Assembly of loads on the panel

2.3. Defining Time Loads

2.4. Geometric characteristics of the section

2.5. Check the panel against the first limit state

2.6. Check the panel against the second limit state

3. Bent glued hinge frame

3.1. Determining Frame Loads

3.2. Static Frame Calculation

3.3. Section matching and stress checking

3.4. Check stress under compression with bending

3.5. Check of stability of flat shape of frame deformation

4. Constructs and Node Calculation

4.1. Support unit

4.2. Skating knot

5. List of used literature

Project Description

1. Source Data

Variant No. 8

Span-15 m;

The spacing of the structures is 4.8 m;

Rack height, Nkarn - 3.6 m;

Snow district - 2;

Volumetric weight of the insulation: αut = 0, 35kN/m3;

Roof bias: α=15о;

Building length: 10B = 48 m;

Operating conditions - 2;

Plywood sheet thickness tf = 8 mm

Calculation of insulated gluefaner plate for roll roof

Source Data:

Nominal plan dimensions 1.48 x 4.78 m.

Edges from pine boards of grade II

Skins of panel made of waterproof plywood of grade FSS I/O grade with thickness of 8 mm. It is connected to the wooden frame with an adhesive of grade FR12 as per TU 60060174875.

Insulation - mineral wool based on PAROC basalt fiber with volume weight of ϒ=0,35 kn/m3

Vapor proofing is a vapor-proof anti-condensate polymer fabric FOLIAREX 110 g/m2.

Above the insulation there is an air layer ventilated along the panel. The roof is adopted from rolled materials - KATERAL roofing tiles..

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