Design members AB, AC and joint A of a roof truss as shown in Fig. Ex. 15.1, for the following data: Length 2.3 m Member Compressive force Tensile force AB 60 kN 55 kN AC 1.8 m 55 kN 80 kN 26°34' Fig. Ex. 15.1
Design members AB, AC and joint A of a roof truss as shown in Fig. Ex. 15.1, for the following data: Length 2.3 m Member Compressive force Tensile force AB 60 kN 55 kN AC 1.8 m 55 kN 80 kN 26°34' Fig. Ex. 15.1
Chapter4: Plane And Space Trusses
Section: Chapter Questions
Problem 32P
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Transcribed Image Text:Design members AB, AC and joint A of a roof truss as shown in Fig. Ex. 15.1,
for the following data:
Member
Compressive force
60 kN
Length
Tensile force
AB
2.3 m
55 kN
AC
1.8 m
55 kN
80 kN
26°34'
C
Fig. Ex. 15.1
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