Design the most critical section of welded plate girder of constant d…

Question

Design the most critical section of welded plate girder of constant depth to carry a superimposed load of $100\text{ KN/m}$ in addition to its self weight over a span of $20\text{ m}$ with two equal overhangs of $3\text{ m}$ on each side, thus making total length of girder $26\text{ m}$. Design the following :

(a) Cross-section

(b) Curtailment

(c) End bearing stiffener

(d) Intermediate stiffener.

Related pages

• Design of Welded Plate Girder — topic
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