Question

The beam shown in Figure has lateral support only at the ends. Both the uniform load and
the concentrated load is live load. Use S355 steel and select a HEB shape. The live load deflection must not exceed L/360. Use LRFD.
?100 kN 30 kN/m 6 m 6 m 12 m

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PAGE-1 8 6m 1.6 X10D 160 kr 36 (12) P 480+648 112%PAGE- 12 48x 2pee 48x27 18620. 61 c

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