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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Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

Tension Member Design
Problem 1. A channel shape is under 50 kips dead and 100 kips live tensile axial load as shown in the
figure. The member is connected to a gusset plate with 10 inch longitudinal welds. Find the lightest
channel 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.
1
Pa=50 kips
PL=100 kips
10"

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