Description
MASONRY PILLAR
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The Problem:The compressive strength of the compressed pillar is below design requirements, or there is a need to increase the ultimate strain, for example, in the case of an increase in structural load or enlargement. The Solution:
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PERIMETER WALL PANELS
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The Problem:In a masonry panel well restrained at its bottom and top, subject to horizontal stresses, the collapse The Solution:
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PERIMETER WALL PANELS
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The Problem:In a masonry panel well restrained at its bottom, in the presence of side walls that are or are not able The Solution:
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ORTHOGON AL MASONRY
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The Product:Orthogonal walls both resistant to horizontal stresses are insufficiently interlocked. This leads to a The Solution:
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WALLS SUBJECTED TO SHEAR STRESS
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The Problem:To reinforce a masonry panel under shear stress. The Solution:
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ARCHES
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The Problem:To reinforce an arch by acting on the intrados (A) or the extrados (B). The Solution:
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BARREL VAULTS
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The Problem:To reinforce a barrel The Solution:
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GROIN VAULTS
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The Problem:To reinforce a groin The Solution:
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DOMES
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The Problem:To reinforce a dome or The Solution:
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