Drawing settings and Parameters interaction

[qwerty]

First of all, hello, Pattern Plan, Rib Expansions, Cassette Expansions, Basic Application Plan, Continuous Foundation Drawings, Single Foundation Expansions, Ligament Beam Expansions, Column - Beam Joint Section Section ---> Drawing Advanced Settings options are the same. There are "Create by Moment0 point" in its options, Anchor Length L/4 in Expansions. Beam Expansions ---> Drawing Advanced Settings options are unique to itself. I want to ask: 1- "Create according to Moment0 point", which is not included in beam expansions. , When Anchor Length L/4" options are checked, does it have an effect on beam expansions? 2- "Create according to moment0 point", Anchor Length L/4" options in Expansions. Are there any elements that they affect apart from beams? (Continuous foundation beams, Plate/Ribber/Cassette slab etc.) 3- In beam parameters "Reinforcement transitions / Top (or Bottom) Does the option "Extend reinforcements to adjacent opening= Ln/XXX" interact with "Anchor Length L/4 in Expansions"? 4- Is the "Create according to Moment0 point" option, which is related to the pile bend points in beams, evaluated together with "Corporate Cut Points"? ( Adem Dogangün "Theoretical Intersection Point: It can be defined as the last point where the cut reinforcement is required according to the moment diagram. After this point, this reinforcement is no longer needed in terms of the moment diagram. However, at this point, for the reinforcement to work: Pile bending points in beams must be arranged ahead of the theoretical intersection point. the distance should not be less than one-third of the useful height and 8 times the diameter of the reinforcement. The distance between the theoretical point of intersection should not be less than the useful height and not less than 20 times the diameter of the reinforcement for ribbed bars, and 40 times the diameter of the reinforcement for flat surface bars.&quot

 

[HakanŞahin]

I want to ask: 1- Does it have any effect on beam expansions when "Create according to Moment0 point", which are not included in beam expansions, and Anchor Length L/4 in Expansions are checked?

None.

2- "Create according to Moment0 point Are there any elements that affect the "Anchor Length L/4" options other than the beam? (Continuous foundation beams, Plate/Rib/Cassette flooring etc.)

These options do not affect the beam opening. It affects continuous base, rib and cassette openings.

3- Does "Reinforcement transitions / Extend Upper (or Lower) reinforcements to adjacent span= Ln/XXX" option in Beam parameters interact with "Anchor Length L/4 in Expansions"?

Anchor Length L/4' in Expansions? It has no effect for beam opening, it affects continuous foundation, rib and cassette expansions. Rebar transitions / Top (or Bottom) reinforcements to adjacent opening = Ln/XXX extension options are placed for dirt expansions.

4- Is the "Create according to Moment0 point" option, which is related to the pile bend points on the beams, evaluated together with the "Corporate Cut Points"? (Adem Dogangun "Theoretical Intersection Point: It can be defined as the last point where the cut reinforcement is required according to the moment diagram. After this point, this reinforcement is no longer needed in terms of the moment diagram. However, in order for the reinforcement to work at this point: Pile bending points in beams must be arranged ahead of the theoretical intersection point. This distance should not be less than one-third of the useful height and 8 times the diameter of the reinforcement. The distance between the cut points of unnecessary bars and the theoretical cut point should not be less than the useful height and not less than 20 times the bar diameter for ribbed bars and 40 times the bar diameter for flat bars.&quot

No. The condition you typed does not apply. The moment zero points in beams are the zero points of the moment diagram from 1.4G+1.6Q. Pilye breakdowns are made according to these values. The moment zero points in beams can be intervened in beam reinforced concrete if desired.

 

[qwerty]

Hakan, First of all, thank you for your patient attitude and detailed answers. Are the pile bend distances in continuous foundation beams, Rib/Cassette beams, Plate slabs and Raft slabs determined according to the "Create by Moment0 point" option? Or how is it determined? (Because in the reinforced concrete dialog, Left/Right Moment distances are not written as in beams)

 

[HakanŞahin]

Hakan, First of all, thank you for your patient attitude and detailed answers. Can the pile bending distances in continuous foundation beams, rib/cassette beams, slab floors and raft floors be determined according to the "Create according to Moment0 point" option? Or how is it determined? (Because Left/Right Moment distances are not written in the reinforced concrete dialog like in beams)

"Create according to Moment0 point" option is valid for continuous foundation beams, rib/aset teeth expansions. Pilye bending places are affected. If not selected, 30 cm or 30 cm or It breaks at half of the beam/tooth height. For slab floors, the "Create according to Moment0 point" option is not effective. For slabs, pillars break from ln/7 for edge opening based on adjacent opening value, and from ln/5 for middle span (ln clear span)