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Fespa tutorials
water tank or & pool

How are water tanks or pools simulated?

… the triangular load pattern to be modelled, the columns have to …

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Type of the structural system - Fespa | LH Logismiki

Which parameters affect the type of the structural system?

Structural types: Frame system ( nV < 0.35)…

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Faq_2_nv_en_230x130

Why do I need two ηV, (ηV and ηV,G)?

For safety reasons, always:…

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Soft storey - Fespa Tutorials | LH Logismiki

How do I deal with the existence of a soft storey?

For frame or frame equivalent dual concrete systems …

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The torsional behaviour of a building - Fespa tutorials | LH Logismiki

How do I improve the torsional behaviour of a building?

By arranging the walls properly: Shear walls (e.g. elevator cores) should be avoided…

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Unfavourable variable actions - Fespa structural software

How are unfavourable variable actions being handled?

The unfavourable variable actions are controlled by…

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Combinations of actions - Fespa structural software

Combinations of actions

Permanent actions + Self weight G, Variable actions Q …

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Faq_7_seismic_joint_230x130

Seismic joint

The size of the seismic joint for every level and seismic direction is presented…

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Variable loads of slabs depending on the floor use | Fespa structural software

Variable loads of slabs depending on the floor use

Categories of use and corresponding qk values…

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