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Tecnica delle Costruzioni - Esercitazione 4
- 1. Corso di Tecnica delle Costruzioni– Ingegneria Civile – Prof. Ing. Franco Bontempi – Ing. StefaniaArangio ______________________________________________________________________ ESERCITAZIONE 4: parte I - argomenti trattati 2015 – 2016 Pagina 1 di 2 ESERCITAZIONE 4: parte I 16/10/2015 SOLUZIONI STRUTTURALI PER LE AZIONI ORIZZONTALI Controventi – strutture a ritti pendolari Telaio a traverso rigido Colonne con funzionamento a mensola ritti pendolari telaio Elemento irrigidente
- 2. Corso di Tecnica delle Costruzioni– Ingegneria Civile – Prof. Ing. Franco Bontempi – Ing. StefaniaArangio ________________________________________________________________________________ ESERCITAZIONE 4: parte I - argomenti trattati 2015 – 2016 Pagina 2 di 2 Disposizione spaziale degli elementi di controventamento
- 3. Corso di Tecnica delle Costruzioni– Ingegneria Civile – Prof. Ing. Franco Bontempi – Ing. StefaniaArangio ______________________________________________________________________ ESERCITAZIONE 4 – parte II: argomenti trattati 2015 – 2016 Pagina 1 di 1 ESERCITAZIONE 4: parte II 16/10/2015 EDIFICIO ANALIZZATO NELLE ESERCITAZIONI` Nelle esercitazioni seguenti verranno dimensionati gli elementi strutturali dell’edificio mostrato in Figura. In questa esercitazione sono discussi i possibili schemi statici dei vari elementi. ANALISI DEI CARICHI VERTICALI Edificio di due piani Località: Roma Destinazione d’uso: uffici
- 4. Corso di Tecnica delle Costruzioni– Ingegneria Civile – Prof. Ing. Franco Bontempi – Ing. StefaniaArangio ______________________________________________________________________ ESERCITAZIONE 4 – parte III: argomenti trattati 2015 – 2016 Pagina 1 di 1 ESERCITAZIONE 4: parte III 16/10/2015 ANALISI DEI CARICHI VERTICALI Sito: Roma Destinazione d’uso: uffici non aperti al pubblico CARICHI ORIZZONTALI (vento) Si riportano i valori sintetici delle pressioni sopravvento e sottovento ottenuti con la procedura presentata nell’esercitazione n. 4 PARETE VERT. SOPRAVVENTO (z=8m) p = 0,73 KN/m2 PARETE VERT. SOPRAVVENTO (z=4m) p = 0,62 KN/m2 PARETE VERT. SOTTOVENTO p = 0,36 KN/m2