A 10 kN/m 6m B 40 kN 40 KN 2m 2m 3m C

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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50
Situation 3
The
Considering the
E = 210 Gpa.
beam
uniformly
The
load
Load
4m.
member
Beam
Fixed
distributed
of intensity 10KN/m at
AB
2- 40 KN
downward poind
acting
2
and
respectively from point B.
as follow.
Roller
beam provided below.
is
15
support
See
and
I = 200 x 10 mm
loaded as follow.
vertical
at
support
suported
m.
a point A
at prints Band C.
diagram
A solve
the vertical reaction at point
A
using three-moments, equation.
(B) solve the vertical reaction at point B
using
three moment equation. Three moment
equat
(C) solve the vertical reaction at point c
Using
Transcribed Image Text:50 Situation 3 The Considering the E = 210 Gpa. beam uniformly The load Load 4m. member Beam Fixed distributed of intensity 10KN/m at AB 2- 40 KN downward poind acting 2 and respectively from point B. as follow. Roller beam provided below. is 15 support See and I = 200 x 10 mm loaded as follow. vertical at support suported m. a point A at prints Band C. diagram A solve the vertical reaction at point A using three-moments, equation. (B) solve the vertical reaction at point B using three moment equation. Three moment equat (C) solve the vertical reaction at point c Using
A
10 kN/m
6m
B
2m
40 KN 40 KN
2m
3m
C
Transcribed Image Text:A 10 kN/m 6m B 2m 40 KN 40 KN 2m 3m C
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