Analysis and design of multystory building

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a presentation about analysis and design of a multy-story building as hotel using hand calculating and programas of STAAD-pro and STA4-cad, it was done by microsoft office 2013.

a presentation about analysis and design of a multy-story building as hotel using hand calculating and programas of STAAD-pro and STA4-cad, it was done by microsoft office 2013.

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  • 1. UNIVERSITY OF SALAHADDIN COLLEGE OF ENGINEERING CIVIL ENG.DEPARTMENT ҉ Prepared by Awat hasan amin Bashdar kazm ali ҉ superviser assist lecturer. Zrar Sedeeq
  • 2. GRADUATION PROJECT MULTI STORY BUILDING
  • 3. OUTLINE Introduction Objectives Structural Elements o Slabs • Slab supported with beams • Design of slab • Details of slab o Beams • Design of beam • Details of beams
  • 4. INTRODUCTION o The project is a multi- storey building which is used for residential purpose as hotel o It consists of 6 stories (basement, ground.1st.2nd,3rd,4th,5th floors), o The basement which is 3m height use as store, o The ground floor which is 4m height use as reception and servicing , o The other floors which is 3m height in this hotel use as sleep rooms for guests and passengers.
  • 5. OBJECTIVES • Analysis and design of multi-story building including slabs,beams,columns,elevated wall and foundation. 1. Analysis and design of slab supported with beams by Direct design method and yield line method for cantilever and corner span. 2 . Analysis and design of beams by coefficient method. 3 . Analysis and design of columns and elevated wall. 4 . Analysis and design of foundation.
  • 6. STRUCTURAL ELEMENTS  Slab  Beam  Column  Foundation  Elevated wall
  • 7. TYPES OF SLAB Slab
  • 8. SLAB DESIGN • Analysis and design by direct design method and yield line method for cantilever and corner panel. • For the most critical span Max -ve M @long dir = 18.17 kN.m Max +ve M @long dir = 14.8 KN.m Max -ve M @short dir = 5.835 kN.m Max +ve M @short dir = 4.75 kN.m
  • 9. SLAB DETAILS e f i e A B C D 6.206.40 3.70 6.40 1 3.65 1.80 2 3.70 3 3.70 4 5 3.70 6 1.80 3.65 7 b a k k
  • 10. BEAM • Analysis and design by coefficient method (aci code 318-08.8.3.3) • For the most critical beam Max +ve M= 107.23 KN.m Max -ve M= 145.15 KN.m
  • 11. BEAM DETAILS
  • 12. SHORT BEAMS • Interior beams
  • 13. SHORT EXTERIOR BEAMS
  • 14. LONG INTERIOR BEAMS
  • 15. LONG EXTERIOR BEAMS
  • 16. SOME ADDITIONAL WORKS COMPUTER PROGRAMING Analysis and design the exist slab and beam by sta4-cad v13 and staad-pro v8i Note// this programing steps doesn’t included in our graduation project We just did it for more assurance that has been calculated by hand.
  • 17. STAD4-CAD V13 Is a program which is used for analysis And design reinforced concrete structures  By direct design Max M long dir = 18.17 kN.m Max M short dir = 5.835 kN.m  By stad4-cad program Max M long dir = 19.71 kN.m Max M short dir = 6.58 kN.m Differentiate of moments for the most critical span by both hand Calculating and programming
  • 18. SLAB DESIGN BY STA4-CAD V13
  • 19. DETAIL OF SLAB BY STA4-CAD
  • 20. STAAD.PRO V8 It is a program which is used for analysis and design of reinforced concrete structures
  • 21.  By coefficient method aci code 318-08.8.3.3 Max +ve M= 107.23 KN.m Max -ve M= 145.15 KN.m  By stad pro program: Max +ve M= 82.54 KN.m Max –ve M= 130.97 KN.m Differentiate of moments for the most critical beam by both hand Calculating and programming
  • 22. END