beam drawing

A

agure

New Member
Hello, I cannot continue the beam that continues in the formwork plan in my project. What could cause the problem
 
Beams connected to the curtain in the long direction are not constantly drawn. Since the longitudinal reinforcement of the beam has an anchorage of 50 fi in the curtain, the reinforcements of these beams generally do not meet. So there is no harm in drawing them separately.
 
Note: As far as I can see from this drawing, your beam dimensions do not meet the regulations. You are aware, aren't you?
 
Hi, Nedim Brain What he means is about the beam size, that is, the width of the crack = floor height + the vertical element that cuts it perpendicularly (here it is a curtain) must be the size. If we calculate the beam width of B = 32 + 25 = 57 cm, it cannot be more than 70 cm in the project you take as an example. she wanted to say it.
 
"saridurmus":oslno92j" said:
Hi, Nedim Brain What he means is about the beam size, that is, the width of the crack = floor height + the vertical element that cuts it perpendicularly (here it is a curtain) must be the size of B = 32 + 25 = 57 cm. There can't be more beam width in the project you took as an example.
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