Tension Member DesignProblem 1. A channel shape is under 50 kips dead and 100 kips live tensile axial load as shown in thefigure. The member is connected to a gusset plate with 10 inch longitudinal welds. Find the lightestchannel shape to carry the loading. Use only vielding and rupture limit states to design. Use 50 ksi steel(Fy=50 ksi, Fu=65 ksi).(a) Assume yielding limit state controls in the design process;(b) After selecting the lightest section, check the rupture limit state. Do not redesing if needed.1Pa=50 kipsPL=100 kips10"

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The member is connected to a gusset plate with 10 inch longitudinal welds. Fin el shape to carry the loading. Use only yielding and rupture limit states to desigr O ksi, Fu=65 ksi). Assume yielding limit state controls in the design process; After selecting the lightest section, check the rupture limit state. Do not redesi

The member is connected to a gusset plate with 10 inch longitudinal welds. Fin el shape to carry the loading. Use only yielding and rupture limit states to desigr O ksi, Fu=65 ksi). Assume yielding limit state controls in the design process; After selecting the lightest section, check the rupture limit state. Do not redesi

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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