Ana ly ze th e s ta tic a lly in de te rm in a te shown b y th e slope - beam de fle c tio n m e th od. D raw shear and b ending -mom ent diagram s. Sketch the de fo rm ed struc tu re. Conditio n of supports : A is fix ed, B is hinge, C is hinge. No te: Find th e values of M AB, MBA, MBC, M CB, 8A, 0B, and ec. Indica te if it is zero. P A 3 lc 2 lc B DATA P w ft ft kip ft k/ft 12 20 6 3 16 3.1

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Ana ly ze th e
s ta tic a lly in de te rm in a te
show n b y
th e slope -
beam
de fle c tio n m e th od. D raw shear and b ending -mom ent diagram s. Sketch the
de form ed s tru c tu re. Cond itio n of supports: A is fix ed, B is h inge, C is hinge.
N o te : Find th e values of M AB, MBA, MBc. M cB, 0A, 0B, and ec. Indic a te if it is
zero.
P
b
A
3 lc
2 lc
B
DATA
P
w
ft
ft
kip
ft
k/ft
12
20
6 3
16
3.1
Transcribed Image Text:Ana ly ze th e s ta tic a lly in de te rm in a te show n b y th e slope - beam de fle c tio n m e th od. D raw shear and b ending -mom ent diagram s. Sketch the de form ed s tru c tu re. Cond itio n of supports: A is fix ed, B is h inge, C is hinge. N o te : Find th e values of M AB, MBA, MBc. M cB, 0A, 0B, and ec. Indic a te if it is zero. P b A 3 lc 2 lc B DATA P w ft ft kip ft k/ft 12 20 6 3 16 3.1
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