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Also design suitable welded connection between web and flange plates
written 7.9 years ago by gravatar for kumbharsachinvs kumbharsachinvs • 0 modified 3.9 years ago by gravatar for pedsangini276 pedsangini276 • 4.8k

Subject: Design and Drawing of Steel Structure

Topic: Plate Girder

Difficulty: Medium

Design the central section of 25 m long plate girder subjected to a factored load of 60 KN/m inclusive of self-weight. Provide suitable curtailment of flange plate. Also design suitable welded connection between web and flange plates
design and drawing of steel structures
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written 7.5 years ago by gravatar for teamques10 teamques10 ★ 70k

Given,

L = 25m, w = 60 kN/m including self-weight

To know, Design of welded plate girder.

1) Load calculation

Total factored load on girder = 60 kN/m

Maximum bending moment = $\frac{60 \times 25^2}{8}$ = 4687.5 kN.m

Maximum shear force = $ \frac{60 \times 25}{2} $ = 750 kN …

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