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P.O. Box No.: 38605
AbuDhabi, United Arab Emirates.
Tel: + 971 2 5501033
Fax: +971 2 5501022
Web: www.abudhabiprecast.com
 
 
 
 
Client: Abu Dhabi Airports Company
Project No.: ADP-651
Made by: Burhan
Checked by: Giovanni
Date: January 13, 2014
OTHER AIRPORTS DESIGN & BUILD PRE-
ENGINEERED AIRCRAFT HANGAR	
Structural	Calculations	
HOLLOWCORE SLABS
Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar
Description Hollowcore Slabs Design Building ---
Made by Burhan Date 13-Jan-14
Checked by Giovanni Page No. 1 of 11
 
 
TABLE OF CONTENTS
Sections Title Page No.
A Design Criteria 2
B Hollowcore Design Tables 5
Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar
Description Hollowcore Slabs Design Building ---
Made by Burhan Date 13-Jan-14
Checked by Giovanni Page No. 2 of 11
 
 
SECTION A: DESIGN CRITERIA
1. Description
This report comprises the structural calculations of hollowcore slabs at the first floor & roof of building. Slabs with
normal loadings are designed from in-house tables, attached in Section B of this report.
2. Material Data
Reinforced Concrete Properties
 Precast Hollowcore Slabs fc’ = 40 N/mm2
 Density of Concrete fc’ = 24 kN/m3
Nominal Concrete Covers
 Precast Hollowcore Slabs = 35 mm
Pre-Tensioning Steel Properties
 Ultimate Strength fpu = 1860 N/mm2
3. Loadings
Hollowcore Slab Selfweights
 Hollowcore Slab (200mm THK) = 2.76 kN/m2
 Hollowcore Slab (265mm THK) = 3.45 kN/m2
Superimposed Dead Loads
 Structural Topping (60mm THK) = 1.44 kN/m2
 Partitions = 3.00 kN/m2
 Finishing (100mm THK) = 2.00 kN/m2
Live Loads
 Live Load = 3.00 kN/m2
& 2.00 kN/m2
Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar
Description Hollowcore Slabs Design Building ---
Made by Burhan Date 13-Jan-14
Checked by Giovanni Page No. 3 of 11
 
 
4. Loads for Design Tables
First Floor – Span = 7760mm (From Grid 1 to 19):
 Structural Topping (60mm THK) = 1.44 kN/m2
 Finishing (100mm THK) = 2.00 kN/m2
 Live Load = 2.00 kN/m2
Total Load (Service) = 5.44 kN/m2
First Floor – Span = 7860mm (From Grid 22 to 26):
 Structural Topping (60mm THK) = 1.44 kN/m2
 Partitions = 3.00 kN/m2
 Finishing (100mm THK) = 2.00 kN/m2
 Live Load = 3.00 kN/m2
 Total Load (Service) = 9.44 kN/m2
Roof Floor – Span = 7860mm (From Grid 22 to 26):
 Structural Topping (60mm THK) = 1.44 kN/m2
 Finishing (100mm THK) = 2.00 kN/m2
 Live Load = 2.00 kN/m2
Total Load (Service) = 5.44 kN/m2
Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar
Description Hollowcore Slabs Design Building ---
Made by Burhan Date 13-Jan-14
Checked by Giovanni Page No. 4 of 11
 
 
SECTION B: HOLLOWCORE DESIGN TABLES
Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar
Description Hollowcore Slabs Design Building ---
Made by Burhan Date 13-Jan-14
Checked by Giovanni Page No. 5 of 11
 
 
Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar
Description Hollowcore Slabs Design Building ---
Made by Burhan Date 13-Jan-14
Checked by Giovanni Page No. 6 of 11
 
 
Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar
Description Hollowcore Slabs Design Building ---
Made by Burhan Date 13-Jan-14
Checked by Giovanni Page No. 7 of 11
 
 
Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar
Description Hollowcore Slabs Design Building ---
Made by Burhan Date 13-Jan-14
Checked by Giovanni Page No. 8 of 11
 
 
Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar
Description Hollowcore Slabs Design Building ---
Made by Burhan Date 13-Jan-14
Checked by Giovanni Page No. 9 of 11
 
 
Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar
Description Hollowcore Slabs Design Building ---
Made by Burhan Date 13-Jan-14
Checked by Giovanni Page No. 10 of 11
 
 
Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar
Description Hollowcore Slabs Design Building ---
Made by Burhan Date 13-Jan-14
Checked by Giovanni Page No. 11 of 11
 
 
--------------- END OF REPORT ---------------

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Report

  • 1. P.O. Box No.: 38605 AbuDhabi, United Arab Emirates. Tel: + 971 2 5501033 Fax: +971 2 5501022 Web: www.abudhabiprecast.com         Client: Abu Dhabi Airports Company Project No.: ADP-651 Made by: Burhan Checked by: Giovanni Date: January 13, 2014 OTHER AIRPORTS DESIGN & BUILD PRE- ENGINEERED AIRCRAFT HANGAR Structural Calculations HOLLOWCORE SLABS
  • 2. Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar Description Hollowcore Slabs Design Building --- Made by Burhan Date 13-Jan-14 Checked by Giovanni Page No. 1 of 11     TABLE OF CONTENTS Sections Title Page No. A Design Criteria 2 B Hollowcore Design Tables 5
  • 3. Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar Description Hollowcore Slabs Design Building --- Made by Burhan Date 13-Jan-14 Checked by Giovanni Page No. 2 of 11     SECTION A: DESIGN CRITERIA 1. Description This report comprises the structural calculations of hollowcore slabs at the first floor & roof of building. Slabs with normal loadings are designed from in-house tables, attached in Section B of this report. 2. Material Data Reinforced Concrete Properties  Precast Hollowcore Slabs fc’ = 40 N/mm2  Density of Concrete fc’ = 24 kN/m3 Nominal Concrete Covers  Precast Hollowcore Slabs = 35 mm Pre-Tensioning Steel Properties  Ultimate Strength fpu = 1860 N/mm2 3. Loadings Hollowcore Slab Selfweights  Hollowcore Slab (200mm THK) = 2.76 kN/m2  Hollowcore Slab (265mm THK) = 3.45 kN/m2 Superimposed Dead Loads  Structural Topping (60mm THK) = 1.44 kN/m2  Partitions = 3.00 kN/m2  Finishing (100mm THK) = 2.00 kN/m2 Live Loads  Live Load = 3.00 kN/m2 & 2.00 kN/m2
  • 4. Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar Description Hollowcore Slabs Design Building --- Made by Burhan Date 13-Jan-14 Checked by Giovanni Page No. 3 of 11     4. Loads for Design Tables First Floor – Span = 7760mm (From Grid 1 to 19):  Structural Topping (60mm THK) = 1.44 kN/m2  Finishing (100mm THK) = 2.00 kN/m2  Live Load = 2.00 kN/m2 Total Load (Service) = 5.44 kN/m2 First Floor – Span = 7860mm (From Grid 22 to 26):  Structural Topping (60mm THK) = 1.44 kN/m2  Partitions = 3.00 kN/m2  Finishing (100mm THK) = 2.00 kN/m2  Live Load = 3.00 kN/m2  Total Load (Service) = 9.44 kN/m2 Roof Floor – Span = 7860mm (From Grid 22 to 26):  Structural Topping (60mm THK) = 1.44 kN/m2  Finishing (100mm THK) = 2.00 kN/m2  Live Load = 2.00 kN/m2 Total Load (Service) = 5.44 kN/m2
  • 5. Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar Description Hollowcore Slabs Design Building --- Made by Burhan Date 13-Jan-14 Checked by Giovanni Page No. 4 of 11     SECTION B: HOLLOWCORE DESIGN TABLES
  • 6. Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar Description Hollowcore Slabs Design Building --- Made by Burhan Date 13-Jan-14 Checked by Giovanni Page No. 5 of 11    
  • 7. Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar Description Hollowcore Slabs Design Building --- Made by Burhan Date 13-Jan-14 Checked by Giovanni Page No. 6 of 11    
  • 8. Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar Description Hollowcore Slabs Design Building --- Made by Burhan Date 13-Jan-14 Checked by Giovanni Page No. 7 of 11    
  • 9. Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar Description Hollowcore Slabs Design Building --- Made by Burhan Date 13-Jan-14 Checked by Giovanni Page No. 8 of 11    
  • 10. Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar Description Hollowcore Slabs Design Building --- Made by Burhan Date 13-Jan-14 Checked by Giovanni Page No. 9 of 11    
  • 11. Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar Description Hollowcore Slabs Design Building --- Made by Burhan Date 13-Jan-14 Checked by Giovanni Page No. 10 of 11    
  • 12. Project Other Airports Design & Build Pre-Engineerind Aircraft Hangar Description Hollowcore Slabs Design Building --- Made by Burhan Date 13-Jan-14 Checked by Giovanni Page No. 11 of 11     --------------- END OF REPORT ---------------