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I have designed solid slab with free end in two sides. It's dimension was (3 x 4 m). If you have any suggestions about this subject; please inform us.

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Question ajoutée par Mohamad Abdul Rahman , Lecturer/ Part Time , Benghazi University Faculty of Engineering. High Institute of Building and Construction
Date de publication: 2014/02/28
Engr. Babar-uz-Zaman Khan
par Engr. Babar-uz-Zaman Khan , Civil / Planning Engineer , Precision World National LLC

use3/8"dia bar @8" c/c both end, top extra bar3/8"dia8" c/c, for shear L/3 lenght.

Utilisateur supprimé
par Utilisateur supprimé

If it was properly calculated, and slab thickness and rebars was used according calculation, then all OK.

You provided not enough information for any accuracy advices.

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