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| No.13571600
| No.13571600
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| Information Name: | Sheng steel silo | silo Brand | silo |
| Published: | 2014-10-27 |
| Validity: | 0 |
| Specifications: | Any |
| Quantity: | |
| Price Description: | |
| Detailed Product Description: | Sheng steel silo | silo Brand | Central Sheng silo silo offer. We are in the Super silo Anyang City Development Co., Ltd. (www.aclsol.com) located: Henan Anyang specializes in: Large steel library, cement silo, fly ash silo, grain silo, steel silo containing steel slag powder steel silo with steel plates riveted, welded or combined into a storage tool, intended to refer to the body part of the steel warehouse database, you can only refer to a small silo. Steel silo development more than 100 years of history, the first widely used in foreign countries, steel grain storage silos origin applied in the early 1900s, the late 1970s, foreign food industry, steel silo replace almost any type granary. Cement steel silo structure design should be based on the structure of the course load may occur simultaneously, according to the carrying capacity limit state and serviceability limit state load effects were combined and taken into their most unfavorable combination meter design. Cement steel silos by ultimate limit state design should adopt the basic combination of load effects, load partial coefficient values ??according to the following provisions: a permanent load partial coefficient: The unfavorable structure, taking 1.2; advantageous when the structure , generally take 1.0; silo against overturning calculations 0.9. 2 variable load partial coefficient: Chu cement loading takes 1.3; 1.4 to take other variable loads. 3 1.3 earthquake action taken. Cement steel silo normal limit state design of steel silo, short-term effect should be used in combination silo load volume warehouse equipment, load partial coefficient were taken 1.0 cement silo top ten steel silos load combinations, variable load combination coefficients according to the following provisions of access: No wind load when a participation portfolio, taking 1.0. 2 wind load participation portfolio, cement load is 1.0; the other variable load 0.6. 3 have to participate in a combination of earthquake, cement loading 0.9; 1.0 earthquake action taken; snow load of 0.5; excluding wind loads; floor variable load: When the practical considerations to take 1.0, when you press the equivalent uniform load 0.6. |
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Copyright © GuangDong ICP No. 10089450, Sheng steel silo Anyang City Development Co., Ltd. All rights reserved.
Technical support: ShenZhen AllWays Technology Development Co., Ltd.
AllSources Network's Disclaimer: The legitimacy of the enterprise information does not undertake any guarantee responsibility
You are the 22752 visitor
Copyright © GuangDong ICP No. 10089450, Sheng steel silo Anyang City Development Co., Ltd. All rights reserved.
Technical support: ShenZhen AllWays Technology Development Co., Ltd.
AllSources Network's Disclaimer: The legitimacy of the enterprise information does not undertake any guarantee responsibility

