DESIGN OF COLUMN FOOTING ACCORDING TO CSA A23.3-14
Description
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
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
COLUMN DIMENSION
FOOTING WIDTH, B
SOIL BEARING RES, qsr
SLENDERNESS, ab
EFFECTIVE SHEAR DEPTH,dv
EFFECTIVE DEPTH,d(oneway)
EFFECTIVE DEPTH,dfinal
FOOTING THICKNESS,H
Calculation Reference
RC Column Footing
CSA Design
Column Footing Design
Calculation Preview
Uploaded
18 Dec 2017
Submitted By:
Last Modified
21 Dec 2017
File Size:
49.66 Kb
Downloads:
132
File Version:
2.0
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Comments: 2
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sagun53
4 years ago
i have done the free subscription but couldnot download the xlm file
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JohnDoyle[Admin]
6 years ago
I have awarded a free three month extension to your XLC Pro subscription by way of thanks.