Design the fillet welds parallel to the applied load to
Design the fillet welds parallel to the applied load to develop the full allowable tensile load of the 6-in.-by- 3 8 -in. ASTM A36 steel plate shown. The electrode is an E70.
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design an end connection using longitudinal welds and an end transverse weld to develop the full tensile capacity of
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design the fillet welds parallel to the applied load to develop the full allowable tensile load of the 6-in-by- 3 8 -in
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in the connection shown 1 4 -in side and end fillet welds are used to connect the 3-in-by-1 in tension member to the
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calculate the allowable tensile load for the connection shown the plates are astm a36 steel and the weld is a 3 8 in
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