STEEL FRAME OF ONE-STOREY PRODUCTION BUILDING

CONTENTS Design Basis 1. Layout of structural diagram of frame 2. Static calculation of single-storey single-span frame 2.1. Single span frame layout 2.1.1. Determination of vertical dimensions of frame 2.1.2. Determination of horizontal dimensions of frame 2.2. Determination of loads acting on frame 2.2.1. Snow load 2.2.2. Permanent loads from coating 2.2.3. Loads from bridge cranes 2.2.4. Wind load 2.3. Static frame calculation with rigid units 2.3.1. Design diagram of frame 2.3.2. Taking into account the spatial work of the frame 2.3.3. Defines forces in frame sections 3. Calculation and design of steel rafter truss 3.1. Rafter truss diagram 3.2. Determination of loads acting on the truss 3.2.1. Permanent loads 3.2.2. Snow load 3.2.3. Definition of reference moments 3.3. Determination of design forces in truss rods 3.4. Selection of section of truss rods 3.5. Calculation and design of truss assemblies 3.5.1. Attachment of braces and struts to nodal shapes 3.5.2. Calculation and design of support units 3.5.3. Calculation and design of pre-assembly nodes 4. Calculation and design of stage column 4.1. Initial data for calculation of stage column 4.2. Determination of calculated column lengths 4.3. Selection of column top section 4.3.1. Select column top section type 4.3.2. Check of column top stability 4.4. Selection of column bottom section 4.4.1. Select the section type of the bottom of the column 4.4.2. Check of column bottom stability 4.4.3. Calculation of the screen of the crane part of the column 4.4.4. Check the stability of the column in the plane of action of the moment as a single rod 4.5. Calculation and design of the column top-bottom interface 4.6. Calculation and design of column base 4.6.1. Determination of calculated forces 4.6.2. External branch base 4.6.3. Crane Branch Base List of Used Sources