IJR
Structural
- Dec 23, 2000
- 774
I have a continuous RC beam 2.5ft wide(75cm) and 1.5ft deep (roughly 50cm). At midspan, for architectural reason, I am required to chip off from this rectangular section a segment 1ft x 1ft (30cm x 30cm). This leaves me an L-shaped section at midspan with the horizontal segment at the bottom.
*
* leg "a" (vertical)
*
* * * *
leg "b" (horizontal)
Which one is healthier?
1) use the leg "a" all over the length for stiffness and carry out design using only this leg, treating the rest as simply an added wt(dummy block), with constructively selected reinforcement in this dummy block
2) Use full section at support zones and reduced section at midspan and detail accordingly.
I am worried about cracks in leg "b" due to strain compatibility and I think this post is worth its creation.
respects
IJR
*
* leg "a" (vertical)
*
* * * *
leg "b" (horizontal)
Which one is healthier?
1) use the leg "a" all over the length for stiffness and carry out design using only this leg, treating the rest as simply an added wt(dummy block), with constructively selected reinforcement in this dummy block
2) Use full section at support zones and reduced section at midspan and detail accordingly.
I am worried about cracks in leg "b" due to strain compatibility and I think this post is worth its creation.
respects
IJR