weld cg weld cg 12 in e =0 0 = 45° (a) (b)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
a. Determine the LRFD design and the ASD allowable strengths of the
SMAW fillet welds formed with E70 electrodes, which are shown in part (a) of
Fig. 14.14.The load is applied parallel to the longitudinal axis of the welds.
b. Repeat part (a) if the load is applied at a 45° angle, with the longitudinal axis of the welds as shown in part (b) of the figure.
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