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A D lu 3m 3m om Q2 9=3t/m MA = M = -36tm; Mc=418tm %3 X * My=+4.5tm To=9 ton (Fe 37 loading EY) 20

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A D lu 3m 3m om Q2 9=3t/m MA = M = -36tm; Mc=418tm %3 X * My=+4.5tm To=9 ton (Fe 37 loading EY) 20 a.) choose an I section to carry the loads safely 20 b.) Arrange an extension connection at D, (use bolts)

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