Coursework Pavilion-type building

Contents

1. Design Input

2. Building Frame Layout

3. Defining Loads for Frame Calculation

3.1. Determination of roofing dead weight and roofing structures

3.2. Determination of snow load

3.3. Determination of wind load

4. Static frame calculation, determination of calculation forces in columns

4.1. Determine column forces based on their own weight

4.2. Determination of forces in columns from snow load

4.3. Determination of force in columns from wind

4.4. Determination of design forces in columns

5. Column Calculation

5.1. Fitting and checking of column rod section

5.2. Column Base Design and Calculation

5.3. Column Tip Design and Calculation

6. Rafter truss design

6.1. Determination of node loads acting on the truss

6.2. Determining Forces in Truss Rods

6.3. Fitting and checking cross sections of truss rods

6.4. Calculation and design of rafter truss units

List of used literature

3. Defines loads for frame calculation.

Structures of the building framework are affected by loads from the own weight of the roof and the structures themselves, snow and wind loads. In accordance with SNiP 2.01.0785 "Loads and Impacts," the load from own weight refers to constant loads, and from snow and wind - to short-term ones. The safety factor for the purpose of the building is taken equal to 1.

КП Стальной каркас одноэтажного бескранового здания.dwg