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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Calculate all 5 failures paths. Show step by step solution.
A flat bar PL 12.7mm X 165mm
Cross sectional area is 2095.5mm2 in metric
Imperial units must be converted to metric
Textbook reference: Handbook of steel construction CISC

Transcribed Image Text:■
The steel plate below is attached to a strong gusset plate as shown
O
The plate grade of the steel is CSA-G40-260W
O
Assume the bolt holes have been drilled (not punched)
O
Determine 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"
-O
O
3" 2"
4-34" diameter bolts
PL 2 x 62
PL 12.7mm X 165mm
Tension Load
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