×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Contact US

Log In

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips Forums!
  • Talk With Other Members
  • Be Notified Of Responses
    To Your Posts
  • Keyword Search
  • One-Click Access To Your
    Favorite Forums
  • Automated Signatures
    On Your Posts
  • Best Of All, It's Free!

*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail.

Posting Guidelines

Promoting, selling, recruiting, coursework and thesis posting is forbidden.

Students Click Here

Hai! Can you please help me. F

Hai! Can you please help me. F

Hai! Can you please help me. F

(OP)
Hai!
Can you please help me. FOR THE SPICING OF BEAMS


For splicing in beams, the spicing at the top bar is at 1/3L of the beam ot at midspan. For the bottom bars, It is a bit confusing because there is a provison that no splicing 2D at the face of the support.
However, there are also cases where splicing is at the support by 5OD and not more than 1/8L from the face of the column.

My question is where should be the lapping zone for the bottom bars of the beam. If there is a provision that no splicing atleast 2D from the support, because if that,s the case then it is possible to splice at the support beacuse of the excess lapping length even though not more than 1/8L.
Is it okay to splice at support despite the provision for 2D?

please help me. Im confused, I hope someone will answer

RE: Hai! Can you please help me. F

First, we need to clarify the situation. I'm guessing based on the diagram that you're looking at reinforcing for a concrete beam or slab that is continuous over multiple supports. Is that correct?

Rod Smith, P.E., The artist formerly known as HotRod10

RE: Hai! Can you please help me. F

I don't think the modern reinforced concrete codes have any recommendation, or prohibition, on the location of lap splice in the beams. Can you provide the reference on which you got the ideas?

Red Flag This Post

Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

Red Flag Submitted

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.
The Eng-Tips staff will check this out and take appropriate action.

Reply To This Thread

Posting in the Eng-Tips forums is a member-only feature.

Click Here to join Eng-Tips and talk with other members! Already a Member? Login



News


Close Box

Join Eng-Tips® Today!

Join your peers on the Internet's largest technical engineering professional community.
It's easy to join and it's free.

Here's Why Members Love Eng-Tips Forums:

Register now while it's still free!

Already a member? Close this window and log in.

Join Us             Close