Designing Reinforcement for a continuous cantilever beam

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Discussion Overview

The discussion revolves around the calculation of loading for a continuous cantilever beam, specifically beam ABC, which has supports at points A and B, with a cantilever extending from B to C. Participants are exploring methods to analyze the beam's loading and reinforcement requirements, including the effects of adjacent beams and the elastic curve of the beam.

Discussion Character

  • Technical explanation
  • Debate/contested
  • Mathematical reasoning

Main Points Raised

  • One participant expresses difficulty in calculating the loading on beam ABC and mentions using the method of triangles and trapezoids based on the beam's orientation.
  • Another participant questions what prevents rotation about point B and suggests sketching the elastic curve, noting that the beam will sag over A and C while hogging over B.
  • A participant describes additional beams that intersect with beam ABC and indicates they can draw the elastic curve but still struggles with the loading calculations.
  • Instructions are provided for uploading images to aid in the discussion.

Areas of Agreement / Disagreement

Participants do not appear to reach a consensus on the loading calculations or reinforcement requirements. Multiple viewpoints and methods are presented, indicating ongoing uncertainty and exploration of the topic.

Contextual Notes

There are limitations regarding the assumptions made about the beam's supports and loading conditions, as well as the need for clarification on the points of contraflexure for reinforcement changes. The discussion does not resolve these aspects.

meridagreen
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Ive got a beam that I can't seem to calculate the loading of. Let's say beam ABC supports are at A & B, BC is a cantilever. There is no wall on AB, but there is a wall on BC. Now I have tried breaking it up into separate parts, but does not look right. I was taught the method of triangles and trapezoids, depends on what side (long or short) of the beam you are working on.

Any one with advice or maybe a reference for me?
 

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There is no wall on AB, but there is a wall on BC

First question. What prevents rotation about B?

Can you sketch the elastic curve for this beam? It will be sagging over A and hogging over B - and sagging again at C.

So you will need bottom tension reinforcement at A and C, top tension reinforcement at B. You will obviously need to determine the points of contraflexure for the changeover of reinforcement.
 
There is a beam perpendicular to A going both ways. There is also a beam perpendicular to C goimg one way till its meets the parrallel beam of ABC. Yes I can draw the curve and sagging etc. My problem is calculating the loading on beam ABC. Is there a way to upload a photo on this site for you to see? Maybe I could email you?
 
Click the "Attachment" button to upload a picture from your computer or a URL. (that's the paper clip in "advanced" mode)
 

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