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Arrive the cross-section of a plate girder for railway bridge (single lane) with effective span of 30 m and dead load on the open floor 7.5 kN/m. Equivalent total load for BM calculation per track is 2727 kN and for shear is 2927 kN.

Arrive the cross-section of a plate girder for railway bridge (single lane) with effective span of 30 m and dead load on the open floor 7.5 kN/m. Equivalent total load for BM calculation per track is 2727 kN and for shear is 2927 kN.


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Arrive the cross-section of a plate girder for railway bridge (single lane) with effective span of 30 m and dead load on the open floor 7.5 kN/m. Equivalent total load for BM calculation per track is 2727 kN and for shear is 2927 kN.
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