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Tip
  • Punching stresses and stapling strengths are automatically calculated depending on the earthquake effects that are increased by the D coefficient together with the vertical loads in beamless floors and non-beam slab foundations.

Tip
  • With rectangular, round and polygon columns, the punching perimeter at the curtain ends is automatically calculated in accordance with TS 500 , taking into account the floor gaps .

Info
  • Punching equipment and column head options are at the user's discretion.

Tip
  • When the column head is used, punching stresses and punching strengths are automatically calculated accordingly.

Tip
  • The punching stresses are automatically calculated according to the situations where the punching reinforcement is used properly distributed wedge or stand reinforcements or closed stirrup strips or sliding wedge rails are used in two perpendicular directions.

Tip
  • Without girders of the floor plate to column connection is taken into account in the system upper and torques which compensate the bending moment at the bottom of the column section and balanced torque coefficient γ f is automatically calculated.

Tip
  • The sum of polar inertia and second moments in the strong and weak axes of the surfaces forming the punching area (A z ) is automatically calculated in accordance with any type of column geometry.

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ICONS

A wp = Total cross-sectional area of ​​the vertical punching rebars on the punching circumference
A z = Punching area
b 1 = Punching circumference length in the loading direction
b 2 = Punching circumference length perpendicular to the loading
c (maj) = The center of gravity of the punching area calculated in the moment direction around the strong axis
c (min) = center of gravity calculated in the direction of the moment around the weak axis of the punching area
c ' (maj) =The center of gravity of the punching area calculated in the opposite direction of the moment around the strong axis
c ' (min) = The center of gravity calculated in the opposite direction of the moment around the weak axis of the punching area
d = Slab useful height
D = Strength Excess Coefficient
f ctd = Design tensile strength of concrete
J (maj) = Sum of polar inertia and second moments around the strong axis of the surfaces forming the stapling area (A z )
J (min) = Punching area (A z)) the sum of the polar inertia and second moments around the weak axis of the forming surfaces
M d (maj) = The design moment calculated under the combined effect of vertical loads and earthquake loads on the strong axis of the column and based on the slab punching calculation
M d (min) = In the weak axis of the column, vertical loads and earthquake loads and the design moment based on the slab punching calculation
u p = Punching circumference
V d = Punching force based on the punching calculation
τ pd, 1 = Design-based punching stress
τ pd, 2 =Punching stress based on design
γ v = Coefficient reflecting the shear effect in the punching calculation
γ f = Coefficient reflecting the bending effect in the punching calculation
ρ = Cross section area of ​​the punching reinforcement in the unit area

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By using punching equipment, the punching strength can be increased up to 1.5f ctd or 1.75f ctd as stated above .

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