Hello everyone This is Muyeen Mubarak, your very own civil tutor, presenting to you brief explanatory videos regarding Various topics you encounter in civil engineering.
My videos will definitely prove a handbook to you and be a valuable asset at your fingertips and you no longer need to open huge books for a simple thing or a simple problem I am hopeful that you will love my channel much
Regards!
Co-Founder: Dr Taizeen Khurshid
Subscription Milestones👇🏻 100 👉🏻 April 2020 500 👉🏻 June 2020 1K 👉🏻 Dec 2020 5K 👉🏻 June 2021 10K 👉🏻 July 2021 20K 👉🏻 Aug 2021 30K 👉🏻 Oct 2021 40K 👉🏻 Nov 2021 50K 👉🏻 Dec 2021 100K 👉🏻 July 2022
For business inquiries 👇🏻 Contact: Business@civiltutorofficial.com Whatsapp: 9596684322
Blog: www.civiltutorofficial.com PDF Store: store.civiltutorofficial.com
This is a beautiful and explicit presentation. Please something like this is needed on manual design of steel tank stand carrying 20,000gal. water tank. Thanks Blessing Chinda
some say we should avoid lapping at the column juction joint and some are say we can do it , but according to IS13920 1993 CL.6.2.6 , we should avoid lapping within the joint and within a distance of 2d from the support,
Sir in two way slab ,during cutting length of distribution bars the bends are not deducted in calculation please check once and verify the cutting length of distribution bar.
