5/28/2023 0 Comments Aisc Steel Manual Shapes And Names15.3 to 14.40, because section is modeled without fillets. 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.
0 Comments
Leave a Reply. |