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Structural Task:
Design of mall Student Residents building
Done by: Ali Talib Alajmi ID: 108003 Date: 9/5/2018
FINAL YEAR PROJECT
Sultan Qaboos University
Collage of Engineering
Department of Civil and Architectural
Engineering
OUTLINE
• Introduction to structure
• Cycle process of building construction
• Project Background
• Methodology
• Structure element
• Cost estimation
• Feedback
Why do we need buildings?
• We need shelter from sun, wind, rain, and snow.
• We need dry, level platforms for our activities.
• we need air that is warmer or cooler, more or less humid,
than outdoors.
• We need less light by day, and more light by night, than is
offered by the natural world.
• We need services that provide energy, communications,
water and disposal of wastes.
• So we gather materials and assemble them into the
constructions we call buildings to satisfy these needs.
STRUCTUR ENGINEERING
• main purpose of Civil Engineers
• Structural design
Cycle process of building construction
• 1: Planning
• 2: Design
• 3: Tendering
• 4: Construction Process
• 5: Handover
• 6: Evaluation
PROJECT Background
• Name of Project :
• Location of Site :
• Type of Structure:
• No. of Floor :
• Area:
• Total Cost:
male students residence
Five floor
3500 m2
Reinforced Concrete
Alkhoudh (near SQU)
1,131,925 RO
Location:
Methodology
• Limit State Method
• STAAD.Pro software
• RCC Spreadsheets
• AutoCAD 2018
• British Standards Codes
• Excel software
Structure element
• Buildings are an assembly of structural elements
designed to transfer loads to the earth
• Can be defined simply as:
• – Beams
• – Columns
• – Walls
• – Slaps
Unit Plane
Main Building
Entrance part
Entrance part
Main Building
LOADING
Dead Load
Slab (Thickness: 180 mm) = 6.62 kN/m2
Finishes = 1.8 kN/m2
Partitions (or internal walls) = 9.5 kN/m2
Walls(exterior) = 16.3 KN/m2
Ceiling & Services = 0.5 KN/m2
Live Load
 Roof Area( with or without access) =
1.5 kN/m2
 Imposed load on floors (State class) =
1.5 kN/m2
 Staircases= 3 KN/m2
Wind Load (WL)
Columns
• Any structural component that transmits a
compressive force parallel through its center.
• Designing
• cover = 30mm + 520x520mm
Beams
• Transfers loads perpendicular to its length
Type of Beam
Simple beam Plinth Beam
• Design
• cover = 30mm
• Redesign the beams
Curtailed bars
Roof and Slabs
• a thick flat piece of reinforcement concrete
is resist the distribution force area
• Type of slaps:
• Design
• cover = 30mm , thickness= 180mm
One way slab Two way slab
Slabs RCC sheet
wall
• Blockwork Characteristic strength (Blockwork) :
Hollow = 3.5 KN/m2 Solid = 7.0 KN/m2
Shear wall
• Wind speed =
• Reinforcement in wall (Horizontal face)= T10@300
• (vertical face)= T10@200
• Shear Wall foundation = T12@300
Stair case
• Designed:
Foundation (Footing)
• Depth of foundation recommended by
geotechnical report: 1.5 m.
• Bearing capacity: 322 kN/m2
• Cover = 50 mm
• Designing
Footing RCC sheet
Foundation (Footing)
Type of Foundation
Single Footing
combined
Footing
Raft footing
Material use
• Type of cement: Portland cement.
• For superstructure: 30 MPa
• For foundations: 30 MPa
• For plain concrete: 30 MPa
• (Main bars): 460 MPa.
• (Links): 460 MPa.
Cost estimation:
FLOORS COST (RO)
Ground Floor 227,350
First Floor 190,100
Second Floor 176,555
Third Floor 172,250
Fourth Floor 172,250
Roof 160,000
Above Roof 33,420
Total Cost 1,131,925
Challenges:
• Staad Pro
• Design building
Feedback:
• Knowledge
• Work as group
THE END

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FYP presentation, structure task

  • 1. Structural Task: Design of mall Student Residents building Done by: Ali Talib Alajmi ID: 108003 Date: 9/5/2018 FINAL YEAR PROJECT Sultan Qaboos University Collage of Engineering Department of Civil and Architectural Engineering
  • 2. OUTLINE • Introduction to structure • Cycle process of building construction • Project Background • Methodology • Structure element • Cost estimation • Feedback
  • 3. Why do we need buildings? • We need shelter from sun, wind, rain, and snow. • We need dry, level platforms for our activities. • we need air that is warmer or cooler, more or less humid, than outdoors. • We need less light by day, and more light by night, than is offered by the natural world. • We need services that provide energy, communications, water and disposal of wastes. • So we gather materials and assemble them into the constructions we call buildings to satisfy these needs.
  • 4. STRUCTUR ENGINEERING • main purpose of Civil Engineers • Structural design
  • 5. Cycle process of building construction • 1: Planning • 2: Design • 3: Tendering • 4: Construction Process • 5: Handover • 6: Evaluation
  • 6. PROJECT Background • Name of Project : • Location of Site : • Type of Structure: • No. of Floor : • Area: • Total Cost: male students residence Five floor 3500 m2 Reinforced Concrete Alkhoudh (near SQU) 1,131,925 RO
  • 8. Methodology • Limit State Method • STAAD.Pro software • RCC Spreadsheets • AutoCAD 2018 • British Standards Codes • Excel software
  • 9. Structure element • Buildings are an assembly of structural elements designed to transfer loads to the earth • Can be defined simply as: • – Beams • – Columns • – Walls • – Slaps
  • 12. LOADING Dead Load Slab (Thickness: 180 mm) = 6.62 kN/m2 Finishes = 1.8 kN/m2 Partitions (or internal walls) = 9.5 kN/m2 Walls(exterior) = 16.3 KN/m2 Ceiling & Services = 0.5 KN/m2 Live Load  Roof Area( with or without access) = 1.5 kN/m2  Imposed load on floors (State class) = 1.5 kN/m2  Staircases= 3 KN/m2 Wind Load (WL)
  • 13. Columns • Any structural component that transmits a compressive force parallel through its center. • Designing • cover = 30mm + 520x520mm
  • 14. Beams • Transfers loads perpendicular to its length Type of Beam Simple beam Plinth Beam • Design • cover = 30mm
  • 17. Roof and Slabs • a thick flat piece of reinforcement concrete is resist the distribution force area • Type of slaps: • Design • cover = 30mm , thickness= 180mm One way slab Two way slab
  • 19. wall • Blockwork Characteristic strength (Blockwork) : Hollow = 3.5 KN/m2 Solid = 7.0 KN/m2 Shear wall • Wind speed = • Reinforcement in wall (Horizontal face)= T10@300 • (vertical face)= T10@200 • Shear Wall foundation = T12@300
  • 20.
  • 22. Foundation (Footing) • Depth of foundation recommended by geotechnical report: 1.5 m. • Bearing capacity: 322 kN/m2 • Cover = 50 mm • Designing
  • 24. Foundation (Footing) Type of Foundation Single Footing combined Footing Raft footing
  • 25. Material use • Type of cement: Portland cement. • For superstructure: 30 MPa • For foundations: 30 MPa • For plain concrete: 30 MPa • (Main bars): 460 MPa. • (Links): 460 MPa.
  • 26. Cost estimation: FLOORS COST (RO) Ground Floor 227,350 First Floor 190,100 Second Floor 176,555 Third Floor 172,250 Fourth Floor 172,250 Roof 160,000 Above Roof 33,420 Total Cost 1,131,925
  • 27. Challenges: • Staad Pro • Design building Feedback: • Knowledge • Work as group