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DESIGN OF SINGLY RC BEAM ACCORDING TO CSA A23.3-14-(FLEXURE ONLY)
 
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MATERIAL PROPERTIES :        
CONCRETE DENSITY-NORMAL        
COMPRESSIVE STRENGTH, fc'        
TEN STRENGTH(FACTORED), fct        
MODULUS OF RUPTURE, fr        
COMP STRENGTH(FACTORED), fcc        
CONC MOD OF ELASTICITY, Ec        
BETA, β                                                                                
STEEL RES FACTOR, ∅s         
CONC RES FACTOR, ∅c        
ALPHA,α        
YEILD STRENGTH ƒy @ 400R        
STEEL COVERING, b'c        
Maximum aggregate, a        
APPLIED FORCES :        
1.4D        
1.25D + 1.5L         
1.25D + 1.5S         
Span, Ln        
CONCRETE COVER EXPOSURE    
Exposure class    
Fire-Res Rating    
Thickness, t(S,N orL)    
Epoxy Coated    
Expose    
    
SKIN REINFORCEMENT NOT REQUIRED, H<750    
BEAM EXPOSURE    
SKIN REINF,∅sk    
WIDTH,X    
[H/2-2(H-d)]    
2(h-d)    
Ask, per strip    
#of Bar,n    
SPACING,s    
SPACING,Smin    
SPACING,Smax    

FLEXURAL MEMBER DESIGN (SINGLY REINFORCED):
BAL,ρb 
MIN,ρmin 
MAX,ρmax 
ACTUAL,ρ 
kr
WIDTH,B
EFF,d
DEPTH,H
MIN, H
REINF, ø
STIR,ø

CHECK MOMENT RESISTING; Mr    
MOMENT RES,Mr    
TENSION REINF,As    
VERT SPACING, SV    
#of Bar,n    
Layer,N    
Layer 1    
Layer 2    
SPACING,s    
SPACING,Smin    
MIN REIN, Asmin    
Crack control, Z    
POST CRACK,1.2Mcr      

Calculation Reference
RC Beam Design
CSA Design
Beam Analysis

Submitted By:
Raymundo N. Pescadero (moonpecs)
Submitted On:
21 Dec 2017
File Size:
325.38 Kb
Downloads:
22
File Version:
1.0
File Author:
Raymundo N. Pescadero
Rating:
Total Votes:0
Comments: 1
JohnDoyle[Admin] 1 year ago
A nice debut calculation I have awarded a three month XLC Pro subscription by way of thanks.

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