7.14.1 Persyaratan pendetailan tamb

7.14.1 Persyaratan pendetailan tambahan untuk tiang baja dalam kategori desain
seismik D sampai F
Sebagai tambahan pada persyaratan fondasi yang ditetapkan di awal dalam Pasal 7.1.5 dan
7.13, perancangan dan pendetailan tiang H harus memenuhi persyaratan yang berlaku, dan
sambungan antara penutup tiang dan tiang baja atau tiang pipa baja tak berisi dalam struktur
yang dirancang untuk kategori desain seismik D, E, atau F harus dirancang untuk gaya tarik
tidak kurang dari 10 persen kapasitas tekan tiang.
PENGECUALIAN Kapasitas tarik sambungan tidak perlu melebihi kuat yang diperlukan untuk
menahan pengaruh beban gempa termasuk faktor kuat lebih Pasal 7.4.3.2 atau Pasal 8.2.2.2.
Sambungan tidak perlu disediakan jika fondasi atau struktur pendukung tidak tergantung pada
kapasitas tarik pile untuk stabilitas di bawah gaya gempa desain

結果 (英語) 1:

7.14.1 Additional requirements for steel beam detailing the seismic design category d to f

in addition to the requirements set out in the initial foundation in section 7.1.5 and
7:13, designing and detailing pole h must meet the applicable requirements, and
connection between the cover and the poles steel poles or steel pipe piles in the structure contains
designed for seismic design categories D, E, or F shall be designed for gravity
not less than 10 percent capacity hit a pole.
exception towing capacity of the connection does not need to be stronger than necessary to withstand the effects of earthquake loads
including more powerful factor section 7.4 .3.2 or Article 8.2.2.2.
connection need not be provided if the foundation or supporting structure does not depend on
towing capacity of pile for stability under the design earthquake forces

結果 (英語) 2:

7.14.1 Requirements additional steel beams to acid etching in seismic design category
D to F
in addition to the requirements set out in the initial foundations in section 7.1.5 and
7.13, acid etching and H pole design must meet the requirements that apply, and
connection between steel beams and pillars cover or steel pipe pole does not contain in the structure of
designed for seismic design category D, E, or F should be designed to pull style
no less than 10 percent of the capacity of press pile.
EXCEPTION unnecessary connections pull capacity exceeding the strength needed to withstand the effects of the earthquake burden
including more powerful factor Section 7.4.3.2 or Section 8.2.2.2.
The connection does not need to be provided if the Foundation or supporting structure does not depend on a
pull capacity pile for stability under the design earthquake force