Proje linki : https://building.openbrim.org/objid7vv6kmozl2etnyra42q4ye.project
Column No | Stories | D/C | OpenBrIM Link | Description | C1 | 3rd |||
|---|---|---|---|---|---|---|---|---|
C51 | 1st Floor | 0.663 | https://building.openbrim.org/objidx0bk1gfrc9g1w06osz1qwv.libobj | Interior Column | ||||
C58 | 1st Floor | 0. 718365 | https://building.openbrim.org/ objidmdbvvmck7rrlpluxb6x7o | Edge Column with Opening | ||||
C12 | 1st Floor | 0.470 | https://building.openbrim.org/objidtd9sc2ez4q8a22xhltfa8t.libobj | Corner Column C12 | ||||
C51 | 3rd Floor | 0. 837796 | https://building.openbrim.org/ objidoc0dlt8rhrbe9abhtzha25 | Corner Interior Column with Opening | ||||
| C36 C1 | 1st 3rd Floor | 0. 564718 | https://building.openbrim.org/ objid81hpydbp8mvel9oivogbz | Corner Angle Edge Column with Opening | ||||
| C39 C12 | 1st 3rd Floor | 0. 71837
| https://building.openbrim.org/ objidnd3skkcfxtp6pctg4po0pk | Capacity-Formula B (Interior Column) | C4 | 1st Corner Column with Opening | ||
C65 | 6th Floor | 0. 682800
| https://building.openbrim.org/ objidkfjfke4on4ufrhmvurpgq | Capacity-Formula A (Edge Column)Interior Angle Column | ||||
C40 | 2nd Floor | 0.674 | https://building.openbrim.org/objidzl2nkqzow5bg0pehf19qxs.libobj | Edge Angle Column | ||||
| C47 C36 | 1st Floor | 0. 522564 | https://building.openbrim.org/ objidvxujweulm9iqejo2vca06 | Capacity-Formula C (Interior Column) | C51Corner Angle Column | |||
C56 | 1st Floor | 0 1. 663121 | https://building.openbrim.org/ objidx0bk1gfrc9g1w06osz1qwv | Two Different Slab (Interior Column) | ||||
C66 | 3rd Floor | 0. 796649 | https://building.openbrim.org/ objidwebthrsd2fmood8a3bnc | Interior Circular Column with Opening | ||||
| C56 C62 | 1st 3rd Floor | 1 0. 121551 | https://building.openbrim.org/ objid953s1urkc1kal0neb68ezq | Two Different Slab ( Interior Arbitrary Column ) | ||||
C4 | 1st Floor | 0. 365682
| https://building.openbrim.org/ objid6m1iscg3cmofcz8xy2cz9a | Capacity-Formula A (Edge Column) | ||||
| C60 C39 | 1st - 2ndFloor |
0.71
| Transfer Column | C62 | 3rd Floor | 0.551 | https://building.openbrim.org/ objidleaqnl2yezwk2d6fzuas | Capacity-Formula B (Interior ArbitraryColumn) |
| C65 C47 | 6th 1st Floor | 0. 800522
| https://building.openbrim.org/ objidi2g717a8op72fy8n053je | Capacity-Formula C (Interior AngleColumn) | ||||
| C66 C60 | 3rd 1st - 2nd Floor |
| 0.649 | https://building.openbrim.org/objid5144xl2h23yv7xgs363k2.libobj | Interior Circular
|
| Transfer Column |
Code Check içerisinde capacity hesaplanırken 3 formül ile capacity hesabı yapılmaktadır. Hesaplanan bu capacity değerlerinden en küçük olan değer capacity olarak kabul edilir ve D/C oranı bu değer ile hesaplanır. Tabloda incelenen son 3 örnek, formüllerin düzgün çalışıp çalışmadığını kontrol etmek için incelenmiştir.
...
Burada incelenen örnekte capacity hesaplanırken en küçük değerin Formula A'dan geldiğinin kontrolü yapılmaktadır.
Capacity | 252.9822 lb/in2 |
|---|---|
Formula | A |
D/C | 0.682 |
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 | 0.71 |
...
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 | 0.522 |
...