Compute the design strength ($Pn) of the double angle tension member shown below for the following limit states: tensile yielding in the gross section • tensile rupture in the net section • block shear rupture Identify the controlling limit state. Note: • The angles conform to ASTM A36 • LLBB long legs back-to-back
Compute the design strength ($Pn) of the double angle tension member shown below for the following limit states: tensile yielding in the gross section • tensile rupture in the net section • block shear rupture Identify the controlling limit state. Note: • The angles conform to ASTM A36 • LLBB long legs back-to-back
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Compute the design strength (øPn) of the double angle tension member shown below for the
following limit states:
• tensile yielding in the gross section
• tensile rupture in the net section
• block shear rupture
Identify the controlling limit state.
Note:
• The angles conform to ASTM A36
• LLBB = long legs back-to-back
PL I"
11
(6) 7/B DIA. BOLTS
z"
3"
2"
-2L6x4x%2 LL BB](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8da1e2c0-8f86-49e1-a74c-7a78492ffe20%2F4b81236d-129a-4874-86b9-1054ba422506%2Fillflri_processed.png&w=3840&q=75)
Transcribed Image Text:Compute the design strength (øPn) of the double angle tension member shown below for the
following limit states:
• tensile yielding in the gross section
• tensile rupture in the net section
• block shear rupture
Identify the controlling limit state.
Note:
• The angles conform to ASTM A36
• LLBB = long legs back-to-back
PL I"
11
(6) 7/B DIA. BOLTS
z"
3"
2"
-2L6x4x%2 LL BB
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