Structural detailing of a single story residential building with retaining in all

• <p> </p><p>

Chapter ONE

INTRODUCTION

• <br>Introduction of Project<br>

Chapter TWO

LITERATURE REVIEW

• <br>
• 2.0&nbsp; &nbsp; &nbsp; Detailing process</p><p>
• 2.1&nbsp; &nbsp; &nbsp; Reinforcement size</p><p>
• 2.2&nbsp; &nbsp; &nbsp; Notation of drawing</p><p>
• 2.3&nbsp; &nbsp; &nbsp; Identification of bars</p><p>
• 2.4&nbsp; &nbsp; &nbsp; Bar bending schedule</p><p>
• 2.5&nbsp; &nbsp; &nbsp; Type of drawing</p><p>
• 2.6&nbsp; &nbsp; &nbsp; Profile drawing and reinforcement drawing</p><p>
• 2.7&nbsp; &nbsp; &nbsp; Detailed drawing</p><p>
• 2.8&nbsp; &nbsp; &nbsp; Drawing size, and margin and panels</p><p>
• 2.9&nbsp; &nbsp; &nbsp; Thickness of line lettering and sapling</p><p>
• 2.10&nbsp; &nbsp; Dimension and scales</p><p>
• 2.11&nbsp; &nbsp; Plan, elevation, section, grid lines</p><p>
• 2.12&nbsp; &nbsp; Equipment</p><p>

Chapter THREE

SYSTEM DESIGN AND IMPLEMENTATION

• <br>
• 3.0&nbsp; &nbsp; &nbsp; Retaining wall</p><p>
• 3.1&nbsp; &nbsp; &nbsp; Small height retaining wall</p><p>
• 3.2&nbsp; &nbsp; &nbsp; Cantilever retaining wall</p><p>
• 3.3&nbsp; &nbsp; &nbsp; Retaining wall for basement</p><p>

Chapter FOUR

SYSTEM TESTING AND EVALUATION

• <br>Project<br>

Chapter FIVE

SUMMARY, CONCLUSION AND RECOMMENDATIONS

• <br>
• 5.0&nbsp; &nbsp; &nbsp; Engineering specification</p><p>
• 5.1&nbsp; &nbsp; &nbsp; Floor slab and beam and staircase</p><p>CHAPTER SIX<br>
• 6.0&nbsp; &nbsp; &nbsp; Detail of the element</p><p>
• 6.1&nbsp; &nbsp; &nbsp; Foundation column</p><p>
• 6.2&nbsp; &nbsp; &nbsp; Kicker and beam</p><p>
• 6.3&nbsp; &nbsp; &nbsp; Slab</p><p>
• 6.4&nbsp; &nbsp; &nbsp; Stair case</p><p>Bibliography</p><p>STRUCTURAL SYMBOL</p><p>&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; The following abbreviations are recommended for structural detailing works:-</p><p>Fdn &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; FOUNDATION</p><p>DRG &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; DRAWING</p><p>RC &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; REINFORCED CONCRETE</p><p>CB &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; COLUMN BASE</p><p>Conc &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; CONCRETE</p><p>D/a &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; DIAMETER</p><p>Vert &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; VERTICAL</p><p>AOR &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; HORIZONTAL</p><p>UC &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; UNIVERSAL COLUMN</p><p>UB &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; UNIVERSAL BEAM</p><p><strong>B. &nbsp; &nbsp; &nbsp; TYPES OF REINFORCEMENT</strong><br>R &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; MILD STEEL BARS</p><p>Y &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; HIGH YIELD BARS</p><p><strong>C. &nbsp; &nbsp; &nbsp; COMMENTS RELATING TO REINFORCEMENT</strong><br>C &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; CENTRE LINE &nbsp; &nbsp; &nbsp; &nbsp; </p><p>&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; B &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; BOTTOM</p><p>&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; T &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; TOP</p><p>C/C &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; CENTRE TO CENTRE</p> <br><p></p>