Design members AB, AC and joint A of a roof truss as shown in Fig. Ex. 15.1, IOr ule following data: Member АВ Length 2.3 m Compressive force Tensile force 60 kN 55 kN AC 1.8 m 55 kN 80 kN A 26°34' Fig. Ex. 15.1

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Design members AB, AC and joint A of a roof truss as shown in Fig. Ex. 15.1,
IOi ule following data:
Length
2.3 m
Compressive force
60 kN
Member
Tensile force
B
АВ
55 kN
AC
1.8 m
55 kN
80 kN
26°34'
Fig. Ex. 15.1
Transcribed Image Text:Design members AB, AC and joint A of a roof truss as shown in Fig. Ex. 15.1, IOi ule following data: Length 2.3 m Compressive force 60 kN Member Tensile force B АВ 55 kN AC 1.8 m 55 kN 80 kN 26°34' Fig. Ex. 15.1
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