hardbutmild
Structural
- Aug 10, 2019
- 294
I have little experience with existing structures and what can or should be done in some situations so I'd like your opinions.
There's a wall in a structure and an architect plans to remove part of it right next to the door to widen the door. I don't know the exact situation since I'll go to look it up in a few days, but I'd like to be prepared since I usually deal with new structures.
The existing door has a beam above it, but if the door is widened the beam will loose support. At what point do you think it should worry me?
My logic is that if if the door is not close to the edge, a new beam is not necessarily needed since the blocks on the left and right can take the diagonal load.
But if the opening is close to the edge, this can not work without the horizontal tie and new beam is needed above the door.
Does this sound ok to you or should I always insist on putting in the new beam?
EDIT: Of course, the distance from the top of the opening to the slab is also important. I drew a picture of what I think can bear vertical loads.
There's a wall in a structure and an architect plans to remove part of it right next to the door to widen the door. I don't know the exact situation since I'll go to look it up in a few days, but I'd like to be prepared since I usually deal with new structures.

The existing door has a beam above it, but if the door is widened the beam will loose support. At what point do you think it should worry me?
My logic is that if if the door is not close to the edge, a new beam is not necessarily needed since the blocks on the left and right can take the diagonal load.

But if the opening is close to the edge, this can not work without the horizontal tie and new beam is needed above the door.

Does this sound ok to you or should I always insist on putting in the new beam?
EDIT: Of course, the distance from the top of the opening to the slab is also important. I drew a picture of what I think can bear vertical loads.
