Design of Steel Bridge Pier Corner Sections 'JSP-34W'
We will calculate and verify the stress levels at the planar and three-dimensional corner sections of the steel bridge pier.
The design of the steel bridge pier corner section "JSP-34W" calculates and verifies the stress at the plane and spatial corner sections of steel bridge piers subjected to design section forces, based on the provisions of the Road Bridge Design Guidelines and Commentary I Common Edition, II Steel Bridges and Steel Members Edition (November 2017), and the Civil Engineering Society Paper No. 153 "Stress Calculation for Thin Plate Structural Frame Corner Sections" (by Toshie Okumura and Naruo Ishizawa). For more details, please download the catalog. *The catalog is available from the "Urban Development Database Site" (https://kensetsu.ipros.jp/product/detail/2000095775).
basic information
【Features】 ○ Unit system: SI unit system ○ Structural form: Plane corner (beam + column), three-dimensional corner (beam + column + main girder) ○ Cross-sectional shapes: Selectable from 7 types of beam cross-sections, 6 types of column cross-sections, and 4 types of main girder cross-sections ○ Calculation method for composite stress: Shear stress handling can be selected from 4 types (excluding circular pipe column diaphragms) - Use the one with the larger absolute value between τe/τed and τw/τwd - Calculate using τe/τed only - Calculate τe/τed for flanges and τw/τwd for webs - Use the one with the larger absolute value between τe/τed and τw/τed ○ Applicable standards and references: Road Bridge Design Specifications and Commentary I Common Edition (November 2017), Road Bridge Design Specifications and Commentary II Steel Bridges and Steel Members Edition (November 2017) ● For more details, please contact us or download the catalog.
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