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Proje linki : https://buildingbim.openbrimaecbolt.orgcom/objidau9k91hnqspt18kba6oqw.project

Column No

Stories

D/C

OpenBrIM Link

Description

C51

1st Floor

0.663

https://building.openbrim.org/objidx0bk1gfrc9g1w06osz1qwv.libobj

Interior Column

C58

1st Floor

1.324

https://building.openbrim.org/objid6m1iscg3cmofcz8xy2cz9a.libobj

Edge Column

C12

1st Floor

0.479

https://building.openbrim.org/objidtd9sc2ez4q8a22xhltfa8t.libobj

Corner Column

C51

3rd Floor

0.796

https://building.openbrim.org/objidwebthrsd2fmood8a3bnc.libobj

Interior Column with Opening

C1

3rd Floor

0.718

https://building.openbrim.org/objidmdbvvmck7rrlpluxb6x7o.libobj

Edge Column with Opening

C12

3rd Floor

0.837

https://building.openbrim.org/objidoc0dlt8rhrbe9abhtzha25.libobj

Corner Column with Opening

C65

6th Floor

0.800

https://building.openbrim.org/objidi2g717a8op72fy8n053je.libobj

Interior Angle Column

C40

2nd Floor

0.674

https://building.openbrim.org/objidzl2nkqzow5bg0pehf19qxs.libobj

Edge Angle Column

C36

1st Floor

0.563

https://building.openbrim.org/objid81hpydbp8mvel9oivogbz.libobj

Corner Angle Column

C56

1st Floor

2.565

https://building.openbrim.org/objid953s1urkc1kal0neb68ezq.libobj

Two Different Slab (Interior Column)

C66

3rd Floor

0.649

https://building.openbrim.org/objid5144xl2h23yv7xgs363k2.libobj

Interior Circular Column

C62

3rd Floor

0.551

https://building.openbrim.org/objidleaqnl2yezwk2d6fzuas.libobj

Interior Arbitrary Column

C4

1st Floor

0.648

 

https://building.openbrim.org/objidkfjfke4on4ufrhmvurpgq.libobj

Capacity-Formula A

(Edge Column)

C39

1st Floor

0.713

 

https://building.openbrim.org/objidnd3skkcfxtp6pctg4po0pk.libobj

Capacity-Formula B

(Interior Column)

C47

1st Floor

0.510

 

https://building.openbrim.org/objidvxujweulm9iqejo2vca06.libobj

Capacity-Formula C

(Interior Column)

C60

2nd Floor

 0.423

 

Transfer Column

C60

1st Floor

 0.708

 

 

Transfer Column

...

Burada incelenen örnekte capacity hesaplanırken en küçük değerin Formula A'dan geldiğinin kontrolü yapılmaktadır.

Capacity

252.9822 lb/in2

Formula

A

D/C

0.648

Yukarıda verilen linkteki döküman içerisinde, Two-way shear capacity by concrete bölümüne bakıldığında değerler kontrol edilebilir.

...

Burada incelenen örnekte capacity hesaplanırken en küçük değerin Formula B’den geldiğinin kontrolü yapılmaktadır.

Capacity

231.9004 lb/in2

Formula

B

D/C

0.713

 

...

  • C47 - 1st Floor

Burada incelenen örnekte capacity hesaplanırken en küçük değerin Formula C’den geldiğinin kontrolü yapılmaktadır.

Capacity

224.7906 lb/in2

Formula

C

D/C

0.510

 

...