Phronesis Aborigine Posted August 8, 2015 Report Share Posted August 8, 2015 (edited) Bonjour,J'essaye de calculer le ferraillage des voiles d'un R+4, je dispose de la valeur de la force sismique par étage que j'ai calculé, de l'effort normal due au SP (surface d'influence ). Ma question est comment repartir l'effort sismique sur les voiles d'un seul étage ?et comment calculer le moment appliqué sur le voile ainsi que l'effort horizontal ? pour le dimensionnement on prend le voile dans son ensemble ou on etudie chaque niveau à part ?J'ai beau cherché mais en vain.Merci d'avance Edited August 8, 2015 by Phronesis Aborigine Quote Link to comment Share on other sites More sharing options...
scorpion Posted August 8, 2015 Report Share Posted August 8, 2015 Quote Link to comment Share on other sites More sharing options...
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Phronesis Aborigine Posted August 8, 2015 Author Report Share Posted August 8, 2015 Quote Link to comment Share on other sites More sharing options...
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keraz Posted August 9, 2015 Report Share Posted August 9, 2015 Quote Link to comment Share on other sites More sharing options...
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ucefelmir Posted August 17, 2015 Report Share Posted August 17, 2015 (edited) Edited August 17, 2015 by ucefelmir 3 Quote Link to comment Share on other sites More sharing options...
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