Apply AISC LRFD procedure to design a welded connection for a vertical truss member L127x76x9.5 with 10mm thick gusset plate using A36 steel and E60 electrode. The member is applied by a factored tensile force of 0.5R kN. Show your results on a sketch, complete with dimensions using standard notations. T=0.5R KN L 127 x76 x9.5 10 mm thick gusset plate Figure Q.3.

Apply AISC LRFD procedure to design a welded connection for a vertical truss member L127x76x9.5 with 10mm thick gusset plate using A36 steel and E60 electrode. The member is applied by a factored tensile force of 0.5R kN. Show your results on a sketch, complete with dimensions using standard notations. T=0.5R KN L 127 x76 x9.5 10 mm thick gusset plate Figure Q.3.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.11.10P

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