Fig 1. E= 10, 000 kri 1 6OK 1et lo00 in 1 12 /t A 8ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Fig 1.
60K
E= 10, 000 kri
- 1et
12 /t
8ft
tig 2
180 KN/m
200GPa
1-65x10 mm
GOKN
A
the
rotation
Fig 1
J.
Detormine
OF
Determine
the
derlection
3Ft
A in Fig 1.
2.
Petermine
the
maximum
deplection
in Fig 4.
3.
Determine
the
maximum
deplection
in Fig 2.
4.
Determine
the
dope
at
B
in Tig 2.
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