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Asked: May 15, 2020Asked to: Gopal Mishra

What are the causes of Sidewall Cracks in Newly Constructed Building?

Shameer Shamsudeen
Shameer Shamsudeen

Shameer Shamsudeen

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Shameer Shamsudeen User

Hi Gopal, I have a newly constructed home in Kerala (just a year ago), but now there are few racks developing in one of the front side walls (extended elevation on the first floor). I suspect this is developed due ...

  1. Gopal Mishra

    Gopal Mishra

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    Gopal Mishra
    Added an answer on May 17, 2020 at 12:58 am

    Shameer, I can see that crack has developed near the un-supported end of the beam. It can be due to the deflection of the beam at the end. It can also be due to improper bonding between the beam/slab and the wall above. It will be better if some closeup images are provided, as it is not clear from tRead more

    Shameer, I can see that crack has developed near the un-supported end of the beam. It can be due to the deflection of the beam at the end. It can also be due to improper bonding between the beam/slab and the wall above. It will be better if some closeup images are provided, as it is not clear from the images you attached.

    Once the real cause is known, we can go for the solution. Right now, the solution seems to be to break the plaster and then fill the gap or cracks.

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Asked: February 7, 2020Asked to: Gopal Mishra

Column reinforcement

Debug da Veinci
Debug da Veinci

Debug da Veinci

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We have a 12 bars column reinforcement in a 3 storyed building each 2700mm clear span with 450mm beam depth. In orderĀ  maintain the staggered position and as well as maximum of 50% lapping at one site i have ...

  1. [Deleted User]
    Added an answer on February 11, 2020 at 11:59 am

    The reinforcement is ok. The staggering is also ok. Just try to make sure, minimum wastage happens in cut lengths. Make sure the lap is minimum of 50D.

    The reinforcement is ok. The staggering is also ok. Just try to make sure, minimum wastage happens in cut lengths.

    Make sure the lap is minimum of 50D.

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