ESEC

Analysis of RC Beam under Moment

This web application conducts analysis of two sections in RC beam under pure moment:
Section 1 is subjected to +ve moment: Bottom bars are main Rft while stirrup hangers are secondary Rft.
Section 2 is subjected to -ve moment: Top bars are main Rft while bottom bars are secondary Rft. Drawing

Input

Design Code

American: ACI 318-2019
Egyptian: ECP 203-2020
British: BS 8110-1997

Material Properties Concrete Strength, fcu (MPa):
Steel Yield Stress (Longitudinal bars), fy (MPa):
Steel Yield Stress (Stirrups), fys (MPa):

Concrete Dimensions (One/Multiple sections) Cover, cc (mm):

Solution Type

One Section
Multiple Sections

Data of One Section Width of cross section, b (mm):
Thickness of cross section, t (mm):
Bottom Reinf. (Along the whole beam) Φ
Top Reinf. (At beam ends) Φ
Stirrup Hangers (at beam middle part) Φ
Applied moment, Mu(+ve) (kN.m):
Applied moment, Mu(-ve) (kN.m):

Header and footer in PDF Select pereference for header and footer in generated PDF

Status:

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This web application is developed by: Assoc. Prof. Ahmed Elansary, Faculty of Engineering, Cairo University

*ResearchGate

Check out the desktop version of the software

Any iquiries or suggestions for improvements should be submitted to: