Study - Structural design of railway platform shelter

Study - structural design of railway terminal shelter. Main girders were assumed as bended HEB/HEA sections. 
Documentation in competition phase (location is not specified with regard to client request).

Arch span: 23,87 m (three arches in transversal direction)
Axial distance between arches in longitudinal direction: 8,2 m
Shelter length: 160,6 m

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