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changes.mady.by.user oğuzcan hadim

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  • Concrete cover control is done automatically according to TS 500 Article 9.5.1 .

Tip

  • Minimum tensile reinforcement ratio, maximum reinforcement ratio, longitudinal reinforcement diameter control, web reinforcement spacing, web reinforcement diameter control are performed automatically according to TS 500 Article 7.3 .

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  • Middle area stirrup gap control is done automatically according to TS 500, Article 8.1.6 .

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  • Minimum reinforcement spacing control is done automatically according to TS 500 Article 9.5.2 .

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  • Tensile and compression reinforcement ratio control is done automatically according to TS 500 Article 10.4.3 .

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ICONS

A s = Tensile reinforcement cross section area
A ' s = Compressive reinforcement cross section area
b w = Beam body width
c c = Net concrete cover
d = Beam useful height
f ctd = Concrete design axial tensile strength
f yd = Longitudinal reinforcement design yield strength
V cr = Shear strength of thesection
V d = Design shear force
s= Stirrup spacing
ρ = Tensile reinforcement ratio
ρ b = Balanced reinforcement ratio
ρ ' = Pressure reinforcement ratio
ρ max = Maximum reinforcement ratio
ρ min = Minimum reinforcement ratio

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In continuous foundations , it is applied in the compression zone in accordance with TS 500 Article 10.4.3 in a way that at least 1/3 of the tensile reinforcement is available.

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Deflection Control