Please indicate what letter ind the question is answered. Thank you. Fig 1.60KE= 10, 000 kri- 1et12 /t8fttig 2180 KN/m200GPa1-65x10 mmGOKNAtherotationFig 1J.DetormineOFDeterminethederlection3FtA in Fig 1.2.Peterminethemaximumdeplectionin Fig 4.3.Determinethemaximumdeplectionin Fig 2.4.DeterminethedopeatBin Tig 2.

Note : as per company guidelines we are supposed to answer only one question. Kindly repost other…

Answered: Fig 1. E= 10, 000 kri 1 6OK 1et lo00 in…

Engineering

Civil Engineering

Fig 1. E= 10, 000 kri 1 6OK 1et lo00 in 1 12 /t A 8ft

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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Question

Please indicate what letter ind the question is answered. Thank you.

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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