Week 5 Challenge
Design of Plate Girder
Q.1 Shear resistance of web problem.
Aim: To design a Plate Girder
Procedure:
PG size = 1200x300x25x10
Factored shear force = 1000 KN
fy= 250 N/mm2
Q.2 Check whether intermediate stiffener required for given load
Objective/Aim: Determine if an intermediate stiffener is necessary for the given load.
Procedure:
PG size = 1500 x 500 x 30 x 12
Factored shear force = 2000 kN
fy = 250 Mpa.
Q.3 Check whether intermediate stiffener required for given load.
Objective/Aim: Examine whether an intermediate stiffener is necessary for the given load.
Q.4 Proportioning problem.
Soln:
