RA Ra = Rc = A 15 kN 2 m B 10 kNm 2 m kNm KN C Rc 3 m 6 kN/m D 1.H. 3 m E RE

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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RA
Ra =
Rc =
Re=
Vb =
Vd =
Mb =
A
15 kN
2 m
Max Negative Moment =
Max Positive Moment =
B
10 kNm
2 m
kNm
KN
kN
KN
KN
kNm
C
Rc
3 m
1.H.
kNm
6 kN/m
D
kNm
3 m
E
RE
Transcribed Image Text:RA Ra = Rc = Re= Vb = Vd = Mb = A 15 kN 2 m Max Negative Moment = Max Positive Moment = B 10 kNm 2 m kNm KN kN KN KN kNm C Rc 3 m 1.H. kNm 6 kN/m D kNm 3 m E RE
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