Solution-Tension capacity of ub section and plates

Tension capacity of ub section and plates

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Reference no: EM13847443

Problem 1 A splice is made in a 360UB44.7 tension member by bolting it to plate on both sides of the web. Check the structural capacity under pure tension (maximum tension force T) using the section shown below (not to scale) by considering all the possible failure modes

1) Tension capacity of UB section and plates (neglect block shear failure);

2) Failure of the bolts (bolt shear, plate crushing and tearout);

3) Failure of the welds (the welds are SP welds and the electrode E48XX/W50X; its leg length is 6mm);

4) Considering all the failure modes, what will be the allowable tensile load on this structural arrangement?

2202_Tension capacity of UB section and plates.png

Note: Design capacities for bolts and welds can be taken from tables in textbook. Assume threads are included in all the shear plane(s).

Reference no: EM13847443

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Tension capacity of ub section and plates : A splice is made in a 360UB44.7 tension member by bolting it to plate on both sides of the web. Check the structural capacity under pure tension (maximum tension force T) using the section shown below (not to scale) by considering all the possible fa..

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Tension capacity of ub section and plates

Reference no: EM13847443

Reference no: EM13847443

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