Proje linki : https://buildingbim.openbrimaecbolt.orgcom/objid7vv6kmozl2etnyra42q4yeobjidau9k91hnqspt18kba6oqw.project
Column No | Stories | D/C | OpenBrIM Link | Description | C1||||
|---|---|---|---|---|---|---|---|---|
C51 | 3rd 1st Floor | 0.718.663 | https://building.openbrim.org/objidx0bk1gfrc9g1w06osz1qwv.libobj | Interior Column | ||||
C58 | 1st Floor | 1.324 | https://building.openbrim.org/objidmdbvvmck7rrlpluxb6x7oobjid6m1iscg3cmofcz8xy2cz9a.libobj | Edge Column with Opening | ||||
C12 | 1st Floor | 0.470479 | https://building.openbrim.org/objidtd9sc2ez4q8a22xhltfa8t.libobj | Corner ColumnC12 | ||||
C51 | 3rd Floor | 0.837796 | https://building.openbrim.org/objidoc0dlt8rhrbe9abhtzha25objidwebthrsd2fmood8a3bnc.libobj | Corner Interior Column with Opening | ||||
C36C1 | 1st 3rd Floor | 0.564718 | https://building.openbrim.org/objid81hpydbp8mvel9oivogbzobjidmdbvvmck7rrlpluxb6x7o.libobj | Corner Angle Edge Column with Opening | ||||
C39C12 | 1st 3rd Floor | 0.71837
| https://building.openbrim.org/objidnd3skkcfxtp6pctg4po0pkobjidoc0dlt8rhrbe9abhtzha25.libobj | Capacity-Formula B (Interior Column) | C4 | 1st Corner Column with Opening | ||
C65 | 6th Floor | 0.682 800 | https://building.openbrim.org/objidkfjfke4on4ufrhmvurpgqobjidi2g717a8op72fy8n053je.libobj | Capacity-Formula A (Edge Column)Interior Angle Column | ||||
C40 | 2nd Floor | 0.674 | https://building.openbrim.org/objidzl2nkqzow5bg0pehf19qxs.libobj | Edge Angle Column | ||||
C47C36 | 1st Floor | 0.522 563 | https://building.openbrim.org/objidvxujweulm9iqejo2vca06objid81hpydbp8mvel9oivogbz.libobj | Capacity-Formula C (Interior Column) | C51Corner Angle Column | |||
C56 | 1st Floor | 02.663565 | https://building.openbrim.org/objidx0bk1gfrc9g1w06osz1qwvobjid953s1urkc1kal0neb68ezq.libobj | Two Different Slab (Interior Column) | ||||
C66 | 3rd Floor | 0.796649 | https://building.openbrim.org/objidwebthrsd2fmood8a3bncobjid5144xl2h23yv7xgs363k2.libobj | Interior Circular Column with Opening | ||||
C56C62 | 1st 3rd Floor | 10.121551 | https://building.openbrim.org/objid953s1urkc1kal0neb68ezqobjidleaqnl2yezwk2d6fzuas.libobj | Two Different Slab (Interior Arbitrary Column) | ||||
C4 | 1st Floor | 0.365648
| https://building.openbrim.org/objid6m1iscg3cmofcz8xy2cz9aobjidkfjfke4on4ufrhmvurpgq.libobj | Capacity-Formula A (Edge Column) | ||||
C60C39 | 1st - 2nd Floor |
0.713
| Transfer Column | C62 | 3rd Floor | 0.551 | https://building.openbrim.org/objidleaqnl2yezwk2d6fzuasobjidnd3skkcfxtp6pctg4po0pk.libobj | Capacity-Formula B (Interior Arbitrary Column) |
C65C47 | 6th 1st Floor | 0.800510
| https://building.openbrim.org/objidi2g717a8op72fy8n053jeobjidvxujweulm9iqejo2vca06.libobj | Capacity-Formula C (Interior Angle Column) | ||||
C66C60 | 3rd 2nd Floor | 0.649 | https://building.openbrim.org/objid5144xl2h23yv7xgs363k2.libobj | Interior Circular 423 |
| Transfer Column | ||
C60 | 1st Floor | 0.708
|
| 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 | 0.682648 |
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 | 0.71713 |
...
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 | 0.522510 |
...