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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Garnet Moraband
16-June-2023

Question added by Mohamad Abdul Rahman , Lecturer/ Part Time , Benghazi University Faculty of Engineering. High Institute of Building and Construction
Date Posted: 2014/02/28

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by 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.

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by Deleted user

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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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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