Ana ly ze th e sta tic a lly in de te rm in a te beam sho wn by the slope - de fle c tio n m e th od. D raw shear and ben din g -moment dia grams. Ske tch the de form ed stru c tu re. Cond itio n of supports: A is hinge, B is hinge, C is hinge. Note : Find the va lu es of MAB, MBA, M BC, M cB. 8A, 0B, and ec. Ind ic a te вс if it is zero. 3 lc 2 lc B DATA w ft ft kip ft k/ft 16 36 12 2.6 Required V a lu es Answer D irection MAB ??? MBA ??? ??? M BC ??? M св ??? ??? B ???

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
beam
shown b y the
s lo pe -
de fle c tio n me thod. D ra w shear and bending - moment dia g ram s. Ske tch the
de fo rm ed structu re. Conditio n of supports: A
is hinge, B is hinge, C is
h in ge. No te : Find the va lu es of MAB, M BA, MBC, M cCB , 8A, 0 B, and ec. Indic a te
if it is zero.
b
A
3 lc
2 lc
B
DATA
a
P
w
ft
ft
kip
ft
k/ft
8
16
36
12
2.6
Required Va lu es
Answer
D irection
???
M
AB
MBA
???
MBC
???
???
М св
CB
???
A
???
???
Transcribed Image Text:Ana ly ze th e s ta tic a lly in de te rm in a te beam shown b y the s lo pe - de fle c tio n me thod. D ra w shear and bending - moment dia g ram s. Ske tch the de fo rm ed structu re. Conditio n of supports: A is hinge, B is hinge, C is h in ge. No te : Find the va lu es of MAB, M BA, MBC, M cCB , 8A, 0 B, and ec. Indic a te if it is zero. b A 3 lc 2 lc B DATA a P w ft ft kip ft k/ft 8 16 36 12 2.6 Required Va lu es Answer D irection ??? M AB MBA ??? MBC ??? ??? М св CB ??? A ??? ???
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