Recent content by Bandya

  1. Bandya

    Civil Engineer passionate about steel structures

    Welcome aboard, Dear H M Ruffo. Let us know about your career so far
  2. Bandya

    Concrete Mix Design Excel Program up to M85 Grade - Now do it in easy steps

    Excellent work done Dnyan Deshmukh. This will help many of us.
  3. Bandya

    The effective span of a simply supported slab, is

    The correct answer is D. The effective span shall be lesser of the two: A & C as per IS 456 : 2000 Clause No 22.2 a.
  4. Bandya

    The effective span of a simply supported slab, is

    The correct answer is D. The effective span shall be lesser of the two: A & C as per IS 456 : 2000 Clause No 22.2 a.
  5. Bandya

    What is the name of this bar shape and where it is used

    This type of reinforcement is called HAUNCH bar. It is used to strengthen the joints between 1. a reinforced wall and base raft as in case of water tank and any other tank, basements, high rise retaining walls, column caps with etc. and 2. corners of reinforced walls and slab as in case of...
  6. Bandya

    Design of two way slab as per IS 456 excel sheet

    Thanks you akash Dudhat. I am still confused about how and when I am supposed to enter the slab type or Number S1 S2 etc.
  7. Bandya

    Design of two way slab as per IS 456 excel sheet

    Excellent job. I think the front page should give instructions on how to utilize the design sheets. Explanation is necessary to identify slab panels rather than directly going to S1 S2 etc.
  8. Bandya

    Design of two way slab as per IS 456 excel sheet

    A good job you have done. I haven't gone in to details of design but would like to know if you have considered effective depth for longer span = D-Dc-d-d/2 since reinforcement is laid in two layers @ 90 degrees.. Please confirm
  9. Bandya

    In the zone of R.C.C. beam where shear stress is less than 5 kg/cm2, nominal reinforcement is provided at a pitch of

    Please refer relevant IS codes (IS: 456 and IS 13920) wherein guidelines regarding spacing are given. The spacing for nominal reinforcement shall be equal to 0.75d for vertical stirrups and d for stirrups inclined at 45 degrees. d = effective depth of the section. The maximum spacing shall not...
  10. Bandya

    In the zone of R.C.C. beam where shear stress is less than 5 kg/cm2, nominal reinforcement is provided at a pitch of

    For the nominal pitch of the shear stirrups, the code provision is followed. In India, IS: 456 and IS:13920 are followed for normal and earthquake resistant structures: As specified in IS: 456, the maximum spacing shall not exceed 0.75d for vertical stirrups and d for stirrups inclined at 45...
  11. Bandya

    Who is responsible for durability of the concrete structure

    In my opinion, site control on quality of construction shall be the main entity in ensuring the durability of the structure. The designer goes on the basis of certain assumptions as regards to the Grade of concrete, Grade of Steel, working loads on the structure based on the related code...
  12. Bandya

    Important points regarding using acrow spans for slab shuttering works

    A nice information you have shared. I spent my life in design of TPS CIVIL structures and this is educating me for which I have been waiting. Thanks Bro