Design of the base (anchor frame) - 'JSP-31W'
We will consistently carry out the detailed design of the base of the corner column and the cylindrical column.
The design of the base of the column (anchor frame) "JSP-31W" is consistently carried out based on the Road Bridge Design Guidelines and Commentary I General Edition, II Steel Bridges and Steel Members Edition (November 2017), materials related to seismic design of road bridges (March 1997, Japan Road Association), and the design standards of Metropolitan Expressway Company Limited, Hanshin Expressway Company Limited, Nagoya Expressway Public Corporation, and Fukuoka Kitakyushu Expressway Public Corporation, including detailed design of square and circular column bases (anchor bolts, base plates, anchor frames, and footings). For more details, please download the catalog. *The catalog is available from the "Urban Development Database Site" (https://kensetsu.ipros.jp/product/detail/2000095774).
basic information
**Features** - Unit system: SI unit system - Axial force calculation formulas for pile methods: In-plane and out-of-plane separation method, in-plane and out-of-plane composite method - Design methods: Metropolitan Expressway Company Limited (pile method), Metropolitan Expressway Company Limited (bearing plate method), Nagoya Expressway Public Corporation (pile method), Fukuoka Kitakyushu Expressway Public Corporation (pile method), Hanshin Expressway Company Limited (RC method), Nagoya Expressway Public Corporation (direct fixation method) - Applicable standards and references: Road Bridge Design Guidelines and Commentary I Common Edition (November 2017), Road Bridge Design Guidelines and Commentary II Steel Bridges and Steel Members Edition (November 2017), Road Bridge Design Guidelines and Commentary III Concrete Bridges and Concrete Members Edition (November 2017), Road Bridge Design Guidelines and Commentary V Seismic Design Edition (November 2017) For more details, please contact us or download the catalog.
Price information
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Delivery Time
Applications/Examples of results
For more details, please refer to the catalog or contact us.
