Calculate all 5 failures paths. Show step by step solution. A flat bar PL 12.7mm X 165mmCross sectional area is 2095.5mm2 in metricImperial units must be converted to metricTextbook reference: Handbook of steel construction CISC ■The steel plate below is attached to a strong gusset plate as shownOThe plate grade of the steel is CSA-G40-260WOAssume the bolt holes have been drilled (not punched)ODetermine the tension load the connection plate can resist (ULS design)O Include all 5 failure paths Show all steps needed for the design.134"13¾"-OO3" 2"4-34" diameter boltsPL 2 x 62PL 12.7mm X 165mmTension Load

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The steel plate below i attached to a strong gusset plate as shown The plate grade of the steel is CSA-G40-260W O Assume the bolt holes have been drilled (not punched) Determine the tension load the connection plate can resist (ULS design) Include all 5 failure paths Show all steps needed for the design. O O O

The steel plate below i attached to a strong gusset plate as shown The plate grade of the steel is CSA-G40-260W O Assume the bolt holes have been drilled (not punched) Determine the tension load the connection plate can resist (ULS design) Include all 5 failure paths Show all steps needed for the design. O O O

Architectural Drafting and Design (MindTap Course List)

7th Edition

ISBN:9781285165738

Author:Alan Jefferis, David A. Madsen, David P. Madsen

Publisher:Alan Jefferis, David A. Madsen, David P. Madsen

Chapter28: Structural Components Of Framed Construction

Section: Chapter Questions

Problem 28.34Q

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