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Debug da Veinci - Comments

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  1. On: June 6, 2019

    Construction of Wall Footings – Materials, and Dimensions

    Debug da Veinci

    Debug da Veinci

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    Debug da Veinci User
    Replied to comment on February 5, 2020 at 5:57 pm

    Hello sir,I am a newly recruited site engineer so i am having a doubt. In the design drawing it was done based on M25 concrete and Fe500 steel and while making the BoQ we have mentioned M20 and Fe500. Now we are bound to go with M20 as per the BoQ since the contract has been signed and agreed upon. Read more

    Hello sir,I am a newly recruited site engineer so i am having a doubt. In the design drawing it was done based on M25 concrete and Fe500 steel and while making the BoQ we have mentioned M20 and Fe500. Now we are bound to go with M20 as per the BoQ since the contract has been signed and agreed upon. 
    I have asked the Structural engineer whether its ok to move ahead with M20 and he said it is OK but there might be need to change the reinforcement as well. The design was done in staad pro.
    My question is, If it is OK to use M20 instead of M25, is it OK to keep the same Fe500 reinforcement? 
    Thank you

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  2. On: June 6, 2019

    Construction of Wall Footings – Materials, and Dimensions

    Debug da Veinci

    Debug da Veinci

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    Replied to comment on February 4, 2020 at 1:46 pm

    There is increase in the length of foundation column from 1m to 1.5m. its dimension is 350mmx350mm. It still remains as a Short Column. I hope it will still be safe enough

    There is increase in the length of foundation column from 1m to 1.5m. its dimension is 350mmx350mm. It still remains as a Short Column. I hope it will still be safe enough

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  3. On: June 6, 2019

    Construction of Wall Footings – Materials, and Dimensions

    Debug da Veinci

    Debug da Veinci

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    Debug da Veinci User
    Added a comment on February 4, 2020 at 8:56 am

    The area where i am supervising was sloped and we had to cut at upper slope and fill at the lower slope in order to make a leveled area. during the excavation of trenches the trenches at the filled area was dug deeper compared to the upper trenches to meet the hard strata. Now my question is, is itRead more

    The area where i am supervising was sloped and we had to cut at upper slope and fill at the lower slope in order to make a leveled area. during the excavation of trenches the trenches at the filled area was dug deeper compared to the upper trenches to meet the hard strata.
    Now my question is, is it really necessary to increase the length of foundation column or can we increase the depth of RRM layer below the foundation pad to maintain the same length of the foundation column?

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  4. On: June 6, 2019

    Construction of Wall Footings – Materials, and Dimensions

    Debug da Veinci

    Debug da Veinci

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    Debug da Veinci User
    Added a comment on January 30, 2020 at 8:45 am

    do we have to provide the wall foundation through out or just below the exterior walls, and is it really needed incase there is plinth beam?

    do we have to provide the wall foundation through out or just below the exterior walls, and is it really needed incase there is plinth beam?

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