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DESIGN OF WALL FOOTING ACCORDING TO CSA A23.3-14
 
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MATERIAL PROPERTIES :        
COMPRESSIVE STRENGTH, fc'        
YEILD STRENGTH, ƒy        
Maximum aggregate, a        
STEEL COVERING, b'c        
CONCRETE DENSITY-NORMAL        
BETA, β                                                                                
MAIN REINF.,REINF, ø        
STEEL RES FACTOR, ∅s         
CONC RES FACTOR, ∅c        
ALPHA,α        
TEN STRENGTH(FACTORED), fct        
MODULUS OF RUPTURE, fr        
COMP STRENGTH(FACTORED), fcc        
CONC MOD OF ELASTICITY, Ec        
FACTOR FOR LD CON,λ        
APPLIED FORCES :        
MAXIMUM SOIL PRESSURE, qs        
SOIL BEARING RES, qsr        
DEAD LOAD, DL        
LIVE LOAD, LL        
1.25D + 1.5L         
STEEL REINFORCEMENT DESIGN:        
TENSION REINF,As        
MIN REINORCEMENT,Asmin        
DEVELOPMENT LENGTH, Ld        
PROVIDED LD, Ldprov        
NUMBER OF BARS,n        
SPACING OF MAIN BARS, s        
MINIMUM SPACING, smin        
MAXIMUM SPACING, smax        
        
CHECK FOR PLAIN d        
EFFECTIVE DEPTH, d(plain)        
FOOTING THICKNESS,t        
        
CONCRETE COVER EXPOSURE    
Exposure class    
Fire-Res Rating    
Thickness, t(S,N orL)    
Epoxy Coated    
Expose    
FOOTING DIMENSION    
WALL DIMENSION    
FOOTING WIDTH, B    
SOIL BEARING RES, qsr    
SLENDERNESS, ab    
EFFECTIVE SHEAR DEPTH,dv    
EFFECTIVE DEPTH,d    
FOOTING THICKNESS,H    

Calculation Reference
RC Wall Footing
CSA Design
Wall Footing Design

Submitted By:
Raymundo N. Pescadero (moonpecs)
Submitted On:
21 Dec 2017
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47.65 Kb
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File Author:
Raymundo N. Pescadero
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Comments: 1
JohnDoyle[Admin] 2 years ago
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