![]() Assume that the gusset plate and the weld are satisfactory.įrom AISC Manual Table 2-4, the material properties are as follows:įrom AISC Manual Table 1-8, the geometric properties are as follows: Verify the member tensile strength by both LRFD and ASD. The end connection is fillet welded on each side for 16 in. ![]() The results are generated with SDC Verifier 3.6 and calculated with FEMAP v11.0.0Ī WT6×20 ASTM A992 member has a lengtt of 30 ft and carries a dead load of 40 kips and a live load od 120 kips in tension. The goal is to test SDC Verifier and reach valid results according to Specification for Structural Steel Buildings (ANSI/AISC 360-10 chapter D). The results of tensile yielding and recommended slenderness limit calculation according to SDC Verifier and Design Examples of AISC (official version 14.1) are compared.
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