Design the crane girder that is in the Structure Lab of the…
Design the crane girder that is in the Structure Lab of the…
Design the crane girder that is in the Structure Lab of the Department of Civil and
Environmental Engineering, at Western University. The crane girder span can be assumed
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approximately as 6.5 m and size can be assumed as highlighted beam shown below.
Assume that the crane girder is simply supported between support brackets, and bridge
wheel spacing is 1.8 m. The carne is 20 Tons, supported by 4 wheels, and assume that
maximum wheel load is equal to 5 tons. Ignore the own weight of the Crane bridge and
Trolley and assume any missing information. Code：CSA S16-14;NBCC 2015 .(Use marked material in design -yellow highlight:W 920*286 orC 380*50)
Image transcription text
W SHAPES AND CHANNELS X + X Y PROPERTIES OF SECTIONS Y Dead Total Axis X-X Beam Channel
Load Area S, =1/Y1 S2 = 1/ Y2 r Y2 kN/m mm 10 mm* 10 mm 10 mm mm mm mm W920x289 MC460x63.5 3.46
44 900 6 410 11 800 16 300 378 545 393 C380x50 3.33 43 200 6 180 11 600 15 200 378 531 4…
Load Area S, =1/Y1 S2 = 1/ Y2 r Y2 kN/m mm 10 mm* 10 mm 10 mm mm mm mm W920x289 MC460x63.5 3.46
44 900 6 410 11 800 16 300 378 545 393 C380x50 3.33 43 200 6 180 11 600 15 200 378 531 4…
