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Beam Design using etabs input-MKS.xlsx

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Uploaded on
07-04-2019
Written in
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The excel sheet will require cross sectional dimensions of beam and will require etabs input for steel, how ever it will be quickly handy for reinforcement placement and spacing calculations of shear and flexure design while checking against minimum of ACI code

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Institution
NED University
Course
Structural Engineering (RCD2)

Content preview

Flexure sheet for Beams typical level Note:
Use As(min if As < A
Steel Grade (ksi) = ρ(bal)= #DIV/0! Fill Green Values, R
Concrete (ksi) = ρ(max)= #DIV/0!
Value of β (0.85) =
From Etabs
Bottom Top
Beam ID Span or Grid Width Depth Cover Eff. D As(min) As(max)
Cont. Extra Cont. Extra
(mm) (mm) (in) (in) (in^2) (in^2) (in^2) (in^2) (in^2) (in^2)
0 #DIV/0! #DIV/0!
0 #DIV/0! #DIV/0!
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Connected book

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M. Nadim Hassoun, Akthem Al-Manaseer Structural Concrete
  • 2012
  • 9781118131343
  • Unknown

Written for

Institution
NED University
Course
Structural Engineering (RCD2)
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Uploaded on
April 7, 2019
Number of pages
15
Written in
2018/2019
Type
MANUAL
Contains
Unknown

Subjects

  • structural engineering
  • civil engineering
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