Comments
Home/ Debug da Veinci/CommentsDo you need to remove the ads? Become VIP Member
Sign Up to The Constructor to ask questions, answer questions, write articles, and connect with other people. VIP members get additional benefits.
Login to The Constructor to ask questions, answer people’s questions, write articles & connect with other people. VIP members get additional benefits.
Lost your password? Please enter your email address. You will receive a link and will create a new password via email.
Construction of Wall Footings – Materials, and Dimensions
Debug da Veinci
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.
See lessI 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
Construction of Wall Footings – Materials, and Dimensions
Debug da Veinci
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
See lessConstruction of Wall Footings – Materials, and Dimensions
Debug da Veinci
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.
See lessNow 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?
Construction of Wall Footings – Materials, and Dimensions
Debug da Veinci
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?
See less