INSAP_CALC

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CALCULATION THE TENSION AND THE COMPRESSION REINFORCEMENT OF THE CONCRETE BEAM

Source data
b =
Beam width (mm)
h =
Beam height (mm)
d1 =
Concrete cover d1 (mm)
d2 =
Concrete cover d2 (mm)
M.Ed =
(kNm)
Tk.As1 =
Quantity of tension reinforcement (tk)
d.As1 =
Diameter of tension reinforcement (mm)
Tk.As2 =
Quantity of compression reinforcement (tk)
d.As2 =
Diameter of compression reinforcement (mm)
Concrete :

Steel :





As2.min. = (mm2)
As1.min. = (mm2)

As2.req. = (mm2)
As1.req. = (mm2)

M.Rd = kN



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CHARACTERISTIC STRENGTH OF REINFORCEMENT STEEL

Steel properties
f,yk
Characteristic yield strength of reinforcement (MPa)
f,yd
Design yield strength of reinforcement (MPa)
Myy.c

Oomega.c


Steel class
A400(AIII)
A450
A500C
B500C
B500B
A500HW
B500K
B500B
B500A

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CHARACTERISTIC STRENGTH OF CONCRETE

Concrete properties
f,ck
Characteristic compressive strength of concrete (MPa)
f,cm
Mean value of concrete compressive strength (MPa)
f,ctm
Mean value of axial tensile strength of concrete (MPa)
f,ctk.0.05
(MPa)
Ecm
Secant modulus of elasticity of concrete (MPa)
f,cd
Design value of concrete compressive strength (MPa)
f,ctd
Design value of axial strength of concrete (MPa)
Lambda

Neeta


Concrete class
C12/15
C16/20
C20/25
C25/30
C30/37
C35/45
C40/50
C45/55
C50/60
C55/67

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