PLATE NO 3 Method of Sections Chapter 5 Problem 5-2 Page 76 Using the method of sections, determine the kind and amount of stress in the following members of the truss shown in figure P5-2 (page 76). U:U2 UIL2 LIL2 U2U3 U2L3 L2L3 1000lb 1000lb Usy 1000lb 1000lb 1000lb Uz U4 h=20ft 500lb U Us 500lb Lo L1 L2 L3 L4 Ls RAV 6 panels at 10' = 60 ft RBV
PLATE NO 3 Method of Sections Chapter 5 Problem 5-2 Page 76 Using the method of sections, determine the kind and amount of stress in the following members of the truss shown in figure P5-2 (page 76). U:U2 UIL2 LIL2 U2U3 U2L3 L2L3 1000lb 1000lb Usy 1000lb 1000lb 1000lb Uz U4 h=20ft 500lb U Us 500lb Lo L1 L2 L3 L4 Ls RAV 6 panels at 10' = 60 ft RBV
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![PLATE NO 3
Method of Sections
Chapter 5 Problem 5-2 Page 76
Using the method of sections, determine the kind and amount of stress in the
following members of the truss shown in figure P5-2 (page 76).
U:U2
UıL2
LIL2
U2U3
U2L3
L2L3
1000lb
1000lb
U3
1000lb
1000lb
1000lb
U2
U4
500lb
Ui
500lb
h=20ft
Us
Lo
L1
L2
L3
L4
Ls
RAV
6 panels at 10' = 60 ft
RBv](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F77a9b992-3b51-45a2-adc0-2f5ec46c3e49%2Feb389e9f-677a-499a-8ccc-6ed9a618e8f6%2F2x46bw_processed.png&w=3840&q=75)
Transcribed Image Text:PLATE NO 3
Method of Sections
Chapter 5 Problem 5-2 Page 76
Using the method of sections, determine the kind and amount of stress in the
following members of the truss shown in figure P5-2 (page 76).
U:U2
UıL2
LIL2
U2U3
U2L3
L2L3
1000lb
1000lb
U3
1000lb
1000lb
1000lb
U2
U4
500lb
Ui
500lb
h=20ft
Us
Lo
L1
L2
L3
L4
Ls
RAV
6 panels at 10' = 60 ft
RBv
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