Where applicable, refer to Tables 19-1 and 19-2 for allowable stresses. Assume standard ho...

Where applicable, refer to Tables 19-1 and 19-2 for allowable stresses. Assume standard holes for all bolts connections.

Design an end connection using longitudinal welds and an end transverse weld to develop the full tensile capacity of the angle shown. Use A36 steel and E70 electrodes. Note: A reduction coefficient for the computation of the net area for a tension member that does not have all its cross-sectional elements connected to the supporting member is commonly used. This factor is neglected in this text.

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