HW # 6 kN/m 80 2 120 3 EI= 2x10 KN• m² Direct KN 90 KN•m Integration 0₁² = OB Scenter = Method
HW # 6 kN/m 80 2 120 3 EI= 2x10 KN• m² Direct KN 90 KN•m Integration 0₁² = OB Scenter = Method
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1.
K
HW # G
KN/m
80
m
2
120
3
EI= 2x10 KNo m²
Use only
Direct
KN
90
KN.m
Tom Method
Integration
=
BA
Өв
Scenter
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