PROBLEM NO. 1: MEMBER GF OF THE PIN – CONNECTED TRUSS IN FIG. 1 HAS A CROSS - SECTIONAL AREA OF 1548.38 MM². (A.) DETERMINE THE AXIAL STRESS IN GF. THE LENGTHS SHOWN ARE CENTER OF PINS, (B.) IF MEMBER CF OF THE PIN – CONNECTED TRUSS IS A 22MM DIAMETER ROD, DETERMINE THE AXIAL STRESS IN CF. THE LENGTHS SHOWN ARE CENTER TO CENTER OF PINS. NOTE. ALL DIMENSIONS GIVEN ARE IN MM. 17.79 kN 29.35 kN 22.24 kN 9.79 kN G. F 3658 3658 3658 FIGURE 1 4572 3048 1524
PROBLEM NO. 1: MEMBER GF OF THE PIN – CONNECTED TRUSS IN FIG. 1 HAS A CROSS - SECTIONAL AREA OF 1548.38 MM². (A.) DETERMINE THE AXIAL STRESS IN GF. THE LENGTHS SHOWN ARE CENTER OF PINS, (B.) IF MEMBER CF OF THE PIN – CONNECTED TRUSS IS A 22MM DIAMETER ROD, DETERMINE THE AXIAL STRESS IN CF. THE LENGTHS SHOWN ARE CENTER TO CENTER OF PINS. NOTE. ALL DIMENSIONS GIVEN ARE IN MM. 17.79 kN 29.35 kN 22.24 kN 9.79 kN G. F 3658 3658 3658 FIGURE 1 4572 3048 1524
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![PROBLEM NO. 1: MEMBER GF OF THE PIN – CONNECTED TRUSS IN FIG. 1 HAS A
CROSS - SECTIONAL AREA OF 1548.38 MM². (A.) DETERMINE THE AXIAL
STRESS IN GF. THE LENGTHS SHOWN ARE CENTER OF PINS, (B.) IF MEMBER
CF OF THE PIN – CONNECTED TRUSS IS A 22MM DIAMETER ROD, DETERMINE
THE AXIAL STRESS IN CF. THE LENGTHS SHOWN ARE CENTER TO CENTER OF
PINS. NOTE. ALL DIMENSIONS GIVEN ARE IN MM.
17.79 kN
29.35 kN
C
22.24 kN
9.79 kN
E
G,
3658
3658
3658
FIGURE 1
4572
3048
1524](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb2877ea6-d2ee-411d-bffc-ef9d429b6eaa%2F2023ced1-82fd-49b3-b04c-f1b9f0ce6655%2F6nek0mxe_processed.png&w=3840&q=75)
Transcribed Image Text:PROBLEM NO. 1: MEMBER GF OF THE PIN – CONNECTED TRUSS IN FIG. 1 HAS A
CROSS - SECTIONAL AREA OF 1548.38 MM². (A.) DETERMINE THE AXIAL
STRESS IN GF. THE LENGTHS SHOWN ARE CENTER OF PINS, (B.) IF MEMBER
CF OF THE PIN – CONNECTED TRUSS IS A 22MM DIAMETER ROD, DETERMINE
THE AXIAL STRESS IN CF. THE LENGTHS SHOWN ARE CENTER TO CENTER OF
PINS. NOTE. ALL DIMENSIONS GIVEN ARE IN MM.
17.79 kN
29.35 kN
C
22.24 kN
9.79 kN
E
G,
3658
3658
3658
FIGURE 1
4572
3048
1524
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