Project 2

Que (1):- Prepare a model of 3 x 25m prestressed I-girder superstructure for metro viaduct in STAAD by creating the nodes, beams, and supports along with necessary loads. 

Answer

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Geometry

Support

Material

Property

SIDL Plinth

SIDL Third Rail Load

SIDL MOMENT

Question  Extract Reactions for DL, SIDL & LL from Staad model.Post Processing

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Reaction due to self weight

Maximum Y = 441.565

Reaction due to SIDL

Maximum Y = 544.868

Reaction due to Live Load

Maximum Y  = 178.839

Thank you