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Reinforced Concrete Design Manual of Five Story Office Building Project


This ebook covers a manual calculation of Reinforced Concrete Design of Five Story Office Building Project by Andrew Bartolini.




This design of Reinforced Concrete Design Manual of Five Story Office Building Project was done using ACI 318-11, where the framing arrangement and cloumn locations are determined from the architectural drawing and structural requirements of the building project.
The structure system of the office building is a reinforced concrete frame with a one-way slab and beam floor system.

This manual design of Reinforced Concrete Design  of Five Story Office Building covers the design process in the following order:

  • The calculation of the expected loads on the structure, 
  • The estimation of the column sizes, 
  • The design of the slab depth, 
  • The design of the slab reinforcement, 
  • The design of the T-beam reinforcement for both flexural and shear, 
  • The calculation to check cr-ack control, 
  • The calculation to check T-beam deflections and finally the design of the column reinforcement. Additionally, figures displaying the placement of the steel rebar in the structure are contained in the report. The details of the design can be found within the report. 


In all cases in this 'Reinforced Concrete Design Manual of Five Story Office Building Project' beams were designed to be under-reinforced beams in order to provide extensive warning before failure (should it ever occur) and all beams were design for shear in order to avoid a sudden and catastrophic failure.

In conclusion, the column reinforcement was designed under two different loading conditions, the first of which maximized both the axial and moment in the column and the second which maximized the moment but minimized the axial loads for a maximum eccentricity.



Table of Contents 


Abstract ...............................................................................................................................3 Introduction..........................................................................................................................4 
Design ..................................................................................................................................5 
i. Slab Thickness............................................................................................................6
ii.Loads..........................................................................................................................6 
iii. Estimation of Column Sizes.....................................................................................6 
iv. Slab Design ..............................................................................................................7 
v. T-beam Design for Flexure......................................................................................10 
vi. T-beam Design for Shear........................................................................................14 
viii. Cr-ack Control .......................................................................................................16 
ix. T-beam deflection control.......................................................................................17 
x. Column Design ........................................................................................................18 
Summary and Conclusion .................................................................................................21 Recommendations..............................................................................................................22 
Appendix A: Design Figures..................................................................................................24 
B: Load Estimate Calculations...............................................................................39 
C: Slab Design Calculations ..................................................................................40 
D: T-Beam Flexure Calculations...........................................................................42 
E: T-Beam Shear Calculations...............................................................................48 
F: Cra-ck Control Calculations ...............................................................................54 
G: Deflection Calculations.....................................................................................56 
H: Column Design Calculations ............................................................................68


You May Download Reinforced Concrete Design Manual of Five Story Office Building Project by clicking on the link


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Inforced concrete design
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Anonymous
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18 May 2016 at 10:25 ×

there is nothing following the link

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