E= 10,000 kri in4 60K 12 사t A
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:60K
E= 10, 000 kri
1= J000 in1
12 /t
Tig 2
E- 200GPa
180 KN/m
6てxlo°mm
GOKN
Prtarmine
the
rotation
Fig 1
OF
Determine
the
derlection 3pt
A in Fig 1.
2.
trom
Petermine
the
maximum
deplection
in Fig 4.
3.
Determine
the
maximum
derlection
in Fig 2.
4.
Determine
the
dope
at
B
in Tig 2.
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