PROBLEM. DETERMINE THE DESIGN CAPACITY OF THE GIVEN TENSION MEMBER ASSUME THAT THE SLENDERNESS REQUIREMENT IS SATISFIED AND THE PLATE AND CONNECTION DESIGN ARE ADEQUATE USE IREB SPECIFICATIONS ASTM A36 (Fy=36 KS1 FU=58 KSI) A-DETERMINE THE CAPACITY OF THE SECTION BASED ON THE YIELDING OF GROSS IDEA. B DETERMINE THE CAPACITY OF THE SECTION BASED ON TENSILE FRACTURE OF THE CRITICAL CONSIDER ALL POSSIBLE RUPTURE CONNECTING PLATE 15" 2" 1.5" 4 1 12 0800 •PL 3/4" X 6° 1/2" & bolts
PROBLEM. DETERMINE THE DESIGN CAPACITY OF THE GIVEN TENSION MEMBER ASSUME THAT THE SLENDERNESS REQUIREMENT IS SATISFIED AND THE PLATE AND CONNECTION DESIGN ARE ADEQUATE USE IREB SPECIFICATIONS ASTM A36 (Fy=36 KS1 FU=58 KSI) A-DETERMINE THE CAPACITY OF THE SECTION BASED ON THE YIELDING OF GROSS IDEA. B DETERMINE THE CAPACITY OF THE SECTION BASED ON TENSILE FRACTURE OF THE CRITICAL CONSIDER ALL POSSIBLE RUPTURE CONNECTING PLATE 15" 2" 1.5" 4 1 12 0800 •PL 3/4" X 6° 1/2" & bolts
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![PROBLEM.
DETERMINE THE DESIGN CAPACITY OF THE GIVEN TENSION
MEMBER ASSUME THAT THE SLENDERNESS REQUIREMENT IS
SATISFIED AND THE PLATE AND CONNECTION DESIGN ARE
ADEQUATE. UKSE LREB SPECIFICATIONS ASTM A36 (Fy=36 KS)
;FU=58 KSI)
A-DETERMINE THE CAPACITY OF THE SECTION BASED ON THE
YIELDING OF GROSS IDEA.
B DETERMINE THE CAPACITY OF THE SECTION BASED ON TENSILE
FRACTURE OF THE CRITICAL
CONSIDER ALL POSSIBLE RUPTURE
CONNECTING
PLATE
دریا
2."
1.5
ju 12
· PL 3/4" X 60
"1/2" & bolts](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F08d25f23-166a-408c-9fb9-0fb0ff7d715a%2Fbf2463dd-e341-4e99-8cf8-a6ce76b62ddc%2Fgdenbi_processed.jpeg&w=3840&q=75)
Transcribed Image Text:PROBLEM.
DETERMINE THE DESIGN CAPACITY OF THE GIVEN TENSION
MEMBER ASSUME THAT THE SLENDERNESS REQUIREMENT IS
SATISFIED AND THE PLATE AND CONNECTION DESIGN ARE
ADEQUATE. UKSE LREB SPECIFICATIONS ASTM A36 (Fy=36 KS)
;FU=58 KSI)
A-DETERMINE THE CAPACITY OF THE SECTION BASED ON THE
YIELDING OF GROSS IDEA.
B DETERMINE THE CAPACITY OF THE SECTION BASED ON TENSILE
FRACTURE OF THE CRITICAL
CONSIDER ALL POSSIBLE RUPTURE
CONNECTING
PLATE
دریا
2."
1.5
ju 12
· PL 3/4" X 60
"1/2" & bolts
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