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GEO5 software

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Shear Verification between Concretes of Different Ages

When "Shear verification according to EN1992-1-1" is selected in the "Dimensioning" frame, the maximum shear capacity between the base of the masonry wall and the first block is calculated as follows:

where:

A

-

total cross-sectional area

ϕ

-

cross section area filled with concrete

c,μ

-

surface roughness coefficients

N

-

normal force in the joint

As

-

steel reinforcement area

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