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1 BRACKET SECTIONS 250 X4 150 6 2 WELD LENGTH ALONG DEPTH 250 MM 3 PISOTION OF NEUTRAL AXIS 62500 37500 500 + 288 = 126.9036 MM 4 IX = 576 X 16104.51 1302083 = 11880365 MM4/MM DESIGN MOMENT = 13 KNM AXIAL = 5 KN HOR SHEAR = 138.8633 N/MM VERTICAL SHEAR = 6.345178 N/MM RESULTANT = 19283 + 40.26128 = 19323.26 SQRT = 139.0081 N/MM SIZE OF THE WELD = 139.0081 60.48 = 2.298415 MM

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weld of a beam

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1 BRACKET SECTIONS 250 X4 150 62 WELD LENGTH ALONG DEPTH 250 MM3 PISOTION OF NEUTRAL AXIS 62500 37500500 + 2! 126.9036 MM4 IX ! 576 X 16104"51 #2 130203! 110365MM4$MMDESIGN MOMENT ! 13 KNMAXIAL ! 5 KNHOR SHEAR ! 13"633 N$MM%ERTICAL SHEAR ! 6"34517 N$MMRESULTANT ! 1&23 + 40"2612! 1&323"26S'RT ! 139.0081 N$MMSI(E OF THE WELD ! 13&"00160"4! 2.298415 MM


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