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DESIGN OF ONE-WAY RC SLAB ACCORDING TO CSA A23.3-14
 
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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

CONCRETE COVER 
Exposure class
Fire-Res Rating
Thickness, t(S,N orL)
Epoxy Coated
Expose
STEEL COVERING, b'c
Max aggregate, a
BEAM DEPTH, H
BEAM WIDTH, bw
SLAB THICKNESS, t

APPLIED FORCES :
DEAD LOAD, DL1
LIVE LOAD, L1

LOAD COMBO, kN-m
SLAB SWT, DL2
1.25D + 1.5L, TFL
MAXIMUM MOMENTS & SHEAR
Mmax (NEG&EXT), -M
Mmax (NEG&INT), -M
Mmax (POS), +M
Vmax, Vf

SLAB REINFROCEMENT
SLAB EFF DEPTH,d
MAIN REINF, ø
TRANS REIN,ø
EXT SUPPORT, Ase
INT SUPPORT, Asi
MIDSPAN SUPPORT, Asm
TEMPERATURE BARS,AsT
SLAB MIN REINF, Asmin
EXTERIOR SPACING,s
INTERIOR SPACING,s
MIDSPAN SPACING,s
TEMP BARS SPACING,ST
MAX PRIN SPACE,Smax
MAX TEMP SPACE,Smax

CRACK CONTROL
CENTROID,dc
AREA, A
Crack control, Z

SHEAR STRENGTH
FACTOR FOR SHEAR,β
FACTOR FOR LD CON,λ
CONC RES FACTOR, ∅c
COMP STRENGTH, fc'
SLAB WIDTH, bwslab
EFF DEPTH SHEAR, dv
SHEAR STRENGTH,Vr

Calculation Reference
Structural Engineering
RC Slab
RC Rectangular Tank

Submitted By:
Raymundo N. Pescadero (moonpecs)
Submitted On:
15 Jan 2018
File Size:
90.46 Kb
Downloads:
41
File Version:
1.3
File Author:
Raymundo N. Pescadero
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