Drawings explaining multi-storey industrial building

Contents

1. COMPOSITION OF THE COURSE PROJECT

2. STRUCTURAL DIAGRAM OF MONOLITHIC FLOORING

2.1. COMPARISON OF MONOLITHIC OVERLAP VARIANTS

2.2. MULTI-SPAN SLAB OF MONOLITHIC FLOORING

2.2.1. DESIGN SPAN AND LOADS

2.2.2. STRENGTH CHARACTERISTICS OF CONCRETE AND REINFORCEMENT

2.2.3.SECTION OF LONGITUDINAL REINFORCEMENT SECTION

2.3. MULTI-SPAN SECONDARY BEAM

2.3.1. DESIGN SPAN AND LOADS

2.3.2. STRENGTH CHARACTERISTICS OF CONCRETE AND REINFORCEMENT

2.3.3. BEAM SECTION HEIGHT

2.3.4. CALCULATION OF STRENGTH ON SECTIONS NORMAL TO LONGITUDINAL AXIS

2.3.5. CALCULATION OF SECONDARY BEAM STRENGTH BY SECTIONS INCLINED TO LONGITUDINAL AXIS

3. STRUCTURAL DESIGN OF FRAME BUILDING SLAB

3.1. ASSEMBLY FLOOR STRUCTURAL LAYOUT

3.2. CALCULATION OF RIBBED PLATE BY LIMIT STATES OF THE FIRST GROUP

3.2.1. DESIGN SPAN AND LOADS

3.2.2. FORCES FROM DESIGN AND REGULATORY LOADS

3.2.3. SIZING OF PLATE SECTION

3.2.4. STRENGTH CHARACTERISTICS OF CONCRETE AND REINFORCEMENT

3.2.5. CALCULATION OF PLATE STRENGTH BY SECTION NORMAL TO LONGITUDINAL AXIS

3.2.6. CALCULATION OF PLATE SHELF FOR LOCAL BENDING

3.2.7. CALCULATION OF RIB PLATE STRENGTH ALONG SECTION INCLINED TO LONGITUDINAL AXIS

3.3. CALCULATION OF RIBBED PLATE BY LIMIT STATES OF THE SECOND GROUP

3.3.2. PRE-STRESS LOSS OF REINFORCEMENT

3.3.3. CALCULATION OF CRACK FORMATION NORMAL TO LONGITUDINAL AXIS

3.3.4. CALCULATION ON CRACK OPENING NORMAL TO LONGITUDINAL AXIS, AT

3.3.5. PLATE DEFLECTION CALCULATION