MUST BE A ONE WAY SLAB..RIGHT ?

Dear friends ,

There was a request from one of our followers to post some content on slabs.

This exercise shall help you understand the One way slab.

How to read details from the RCC drawing and then how to convert this information into the meaningful Bar binding schedule.

Read on….

This is how the problem shall be defined :

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3 thoughts on “MUST BE A ONE WAY SLAB..RIGHT ?”

  1. Sir, I have the same question which i asked on a previous post regarding One-way slab. Is this slab one-way or two-way as per ratio calculation. I am bit confused and cannot decide whether the slab is one-way or two-way. I would be thankful if this confusion is eliminated.
    Thank you.
    Looking forward

    Liked by 1 person

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