GENERAL LOAD 4m A 20kN H 30kN 20kN C G 30kN 4 @ 3m = 12m 20kN 30kN E A = 1000mm² E = 200 GPa
GENERAL LOAD 4m A 20kN H 30kN 20kN C G 30kN 4 @ 3m = 12m 20kN 30kN E A = 1000mm² E = 200 GPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
USING THE METHOD OF SECTION/JOINT ,
DETERMINETHE AXIAL FORCE IN EACH MEMBER.
Transcribed Image Text:GENERAL LOAD
4m
A
20kN
H
30kN
20kN
C
G
30kN
4 @ 3m = 12m
20kN
30kN
E
A = 1000mm²
E = 200 GPa
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