Category Archives: DRAWING

Brick Masonry :Mistakes to avoid. 

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Finishing work

There is no Anchorage with the column
Exposed brick work
Exposed brick work
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ONE WAY SLAB…RE BARS CALCULATIONS…MADE EASY

Hi ,

Every one reading this post !

Welcome !

Dear 467th Follower to this blog.

Today , we are going to analyze and solve one complete RCC slab.

We shall study the RCC drawing and find out the re bar weight .

We are going to take a visual method today which we are sure you shall really enjoy.

Here is the case for you !

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PILE FOUNDATION : WEIGHT OF REBARS

Dear Friends ,

Good evening.

In the previous article, we found out the REBAR weight of a Pile foundation.

Look here for quick access : PILE : RE_BARS.

Today we also learn how to find out the development length of the main bars if it is not given in the drawing.

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CRANKED BAR ? SURE….

Dear Readers ,

This is another solved example for the BENT UP bars.

You must have read the earlier post on bent up bars.

Cranked Bars 

There was yet another post on Bent up bars ;

Bent up bars 

In the following article , you shall find a simplified formula for calculating the cutting length of the bent up bars.

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Let us also revise some basic concepts about CURTAIL BARS and EOS bars.

Refer to the post :

RCC Beam :

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RCC DRAWING….DIFFICULT TO READ ?

Dear Friends ,

Today we shall study the RCC drawing , find out the details of a Plinth beam and then work out the REBAR weight .

First , let us define the problem :

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