For the given truss of a warehouse steel structure build in Tirana (as shown in the figure below) calculate the section for the indicated lower chord assuming that the cross-section is of RHS (rectangular hollow section) type, steel grade of S235, and it is submitted to a maximum design tensile axial force of Nęd = 200 kN. PRERJA 1 - 1 S. 1.75 Chord to be designed
*100 100 Chord to be designed OCTO 100
For the given truss of a warehouse steel structure build in Tirana (as shown in the figure below) calculate the section
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For the given truss of a warehouse steel structure build in Tirana (as shown in the figure below) calculate the section
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