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ssvpsengg SEFI Member
Joined: 26 Jan 2003 Posts: 4
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Posted: Fri Dec 17, 2004 12:07 am Post subject: Re Brick masonry with corner steel. |
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yes it is efective. however it should be embedded in concrete. no need of bearing plaster otherwise also bearing plaster is of little use
s v deodhar
--------Original Message -------
Dear Sefians
Brick masonry with corner steel.
It is common concept to plaster the top of walls so that slab may easy contact or expand. It means slab is placed free over the wall without any bond with walls.
Now if we provide corner steel with plinth and lintel level bands, should this steel be embedded in slab?. If yes then is there any need for bearing plaster in case of multistory buildings is this coroner steel is effective as an earthquake resistant construction.
Daljeet Sidhu
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mc.upadhyay1 ...
Joined: 26 Jan 2003 Posts: 134
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Posted: Thu Dec 30, 2004 11:05 am Post subject: Re Brick masonry with corner steel. |
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Hello Mr. Sidhu
If we don't provide plaster at the top of walls for resting RCC slab; concrete will adhere to bricks and as the slab bends bricks may detach from bottom as these have strong bond with concrete at the top rather than little mortar at the bottom.
Are you talking about horizontal reinforcement provided in the band or vertical reinforcement provided in the joints of the walls.
Regards
Mukesh Upadhyay
Dear Sefians
Brick masonry with corner steel.
It is common concept to plaster the top of walls so that slab may easy contact or expand. It means slab is placed free over the wall without any bond with walls.
Now if we provide corner steel with plinth and lintel level bands, should this steel be embedded in slab?. If yes then is there any need for bearing plaster in case of multistory buildings is this coroner steel is effective as an earthquake resistant construction.
Daljeet idhu
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