Structural design of a one-storey frame production building

Contents

Initial data...................................................................... 3 page

Configuration of a cross frame.....................................................4 of p

3. Determining Loads on the Frame-Block

3.1. Frame Design Diagram

3.2 Permanent loads

3.4 Temporary loads

3.4.1 Snow load

3.4.2 Crane load

3.4.3 Wind load

3.5 Static calculation of frame-unit

3.5.1 Calculation of geometric characteristics of column sections

3.5.2 Determination of reactions of the upper columns of the frame-block against unit displacement

3.5.4 Loading with snow load

3.5.5 Loading with crane load

1. Initial data:

The pitch of the columns is 12 m.

The dimensions of the spans are 24 m.

Elevation of crane track head - 9.6

Lifting capacity of bridge cranes - 50/10 tp

Type of construction structure - LCD

Design soil resistance - 0.22 MPa

The length of the building is 96 m.

Wind load terrain type - B

Construction area - Kurgan

Assignment for designing structures of a single-storey frame production building:

It is required to design in prefabricated reinforced concrete the main load-bearing structures of a single-story frame production building with bridge cranes.