Design parameters for vertical bars (concrete wall: ACI 318)

Tekla Structural Designer
2021
Tekla Structural Designer

Design parameters for vertical bars (concrete wall: ACI 318)

For some of the longitudinal reinforcement design parameters, additional user defined limits can be applied - where this is the case minimum and maximum values are specified in Design Options > Wall > Reinforcement Layout.

Minimum and Maximum Vertical Bar Diameter

There are no code provisions, but user defined limits can be applied to the minimum and maximum bar diameters - specified in Design Options > Wall > Reinforcement Layout

Minimum and Maximum Vertical Loose Bar Spacing

Limiting minimum horizontal spacing of the vertical bars, sv,lim,min is controlled by the diameters of the 2 adjacent bars and aggregate size1.

sv,lim,min
  =  
0.5*(dbv,i + dbv,(i + 1)) + cgap

where

cgap
  =  
min. clear distance bet. bars
  =  
max (1.5*dbv,i , 1.5*dbv,(i+1), 1.33* hagg, 1.5 in.) US units
  =  
max (1.5*dbv,i , 1.5*dbv,(i+1), 1.33* hagg, 38mm) metric units
where
dbv,i and dbv,(i+1)
  =  
the diameters of the two adjacent vertical bars
hagg
  =  
aggregate size

Limiting maximum horizontal spacing of the vertical bars, sv,lim,max is controlled by the wall thickness.

sv,lim,max
  =  
min (3*hw, 18 in.) US units
  =  
min (3*hw, 450mm) metric units

You are given control over these values by specifying minimum and maximum spacing limits in Design Options > Wall > Reinforcement Layout.

Minimum and Maximum Reinforcement Area

The code provisions which control the vertical reinforcement area are,

  • Limiting minimum ratio of vertical reinforcement area to gross concrete area, rv,lim,min
  • Limiting maximum ratio of vertical reinforcement area to gross concrete area, rv,lim,max

The controlling values are:

IF dbv ≤ No. 5 (No. 16) with fy ≥ 60,000 psi (420 MPa) OR WWR ≤ W31 or D31

then ρv,lim,min = 0.0012 else 0.0015 for all other deformed bars

Total minimum area of vertical reinforcement, As,min = ρv,lim,min*Acg

Total maximum area of vertical reinforcement, As,max = ρv,lim,max*Acg = 0.08*Acg

where Acg = Gross area of the concrete wall.

Where 2 layers are specified, this should be distributed equally to each face.

You are given further control over the minimum and maximum reinforcement ratio values via user limits in Design Options > Wall > Reinforcement Layout. These will be used if they are more onerous than the code limits.

1 Clause 7.6.3
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