Table of Contents
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EXAMPLE 11. MASONRY WITH THE EQUAL FRAME METHOD
EQUIVALENT FRAME METHOD:
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Β. Hyperthyra - Aprons
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Γ. Coupling beams
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1. CARRIER DESIGN
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Using 2D dwg file:
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Using 3D dwg file:
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Using SCADA Pro design commands:
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2. MASONRY MODELLING WITH M.I.P.
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2.1 WALLS:
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2.2 OPENINGS
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2.3 MATHEMATICAL MODEL
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Then we follow all the known steps for the introduction of plates, loads as in all other linear members made of concrete, metal, etc. In Analysis field we select the scenario ¨EC8_Greek Elasticity¨
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Audits at Member State level
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3.2 EXAMPLE
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3.3 AUDIT PREVIEW
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3.4 SKELETAL DIAGRAMS
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3.5 CONTROL AT THE LEVEL OF THE INSTITUTION
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4. VALUATION OF THE M.I.P.
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4.1 AIDS - M.I.P.
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