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b 3 ermine the 50 N, and Q

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A

wo beams, oss sections DE is a rce) that coeam AB is floaded by

hown in fiactions at

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componentQ = 300 N.

e given load

k roof trussD, CD, and

A

1 m

5 kN/m

AB and Bs, are pinnestrut (carrieonnects thefixed at A. a pulley pi

igure 2. CA (fixed ethe strut.

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at the supports

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1 m

m

C of circuled (hinged) es only axie two beamThe structuinned at C Calculate tend) and t

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s of the beam

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10 kN/m

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SOLID MEng Mechancture Probl

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ro force mem

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1 m

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5 m

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igure 1

BCDE of the

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10kN

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A

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0.25m

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30 o

0.75m

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