,l · 2019-10-22 · (b) Derive the slope deflection equation for continuous beam subjected to...
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Transcript of ,l · 2019-10-22 · (b) Derive the slope deflection equation for continuous beam subjected to...
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(3 Hours) [Total Marks: 80
N.B: (1) Question No.1 is compulsory.
(2) Attenlpt any Three questions out of rtmaining five questions.
(3) Assume suitable data wherever required and state it clearly.
(4) Illustrate your answers with neat component sketches wherever required.
1. Attempt any four of the following 20 (a) Deternline degree of static and kinematic indeterminacy of following 06
structures.
(1) (il)
(b) Derive the slope deflection equation for continuous beam subjected to sinking 04 of support.
(c) Determine shape factor for isosceles triangular section having base 'b' and 07 height h'
(d) Explain stiffness factor, carryover moment and distribution factor. 03
2. (a) Draw BMD and SFD for continuous beam shown below using Clapeyrons 08 theorem.
6()KIJ /D K#/rn
4 ~ :0:: ~ .¥-- 3m 7'1t. 2-111 ,l LIm l 1m -t'
(b) Analyze the frame given below using slope deflection method. Draw BMD 12 ~oKlIm
. t
,'" 1 ZIH
~OI<N
1 1:'·
1/3
~ 7J
It It
I 1
Paper / Subject Code: 31801 / Structural Analysis - II
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1078
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0666
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38A
429B
3F10
78C11
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0706
6638
A42
9B3F
1078
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B7CE7
FD07
0666
38A
429B
3F10
78C11
C9DB7C
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0706
6638
A42
9B3F
1078
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429B
3F10
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0666
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78C11
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0706
6638
A42
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1078
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0666
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9B3F
1078
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0666
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0666
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0706
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0666
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A42
3. Analyse the frame shown, using Moment distribution method or Kani' s 20 method
4.
5.
~()I<,J/m
\ 3111-
I I
L I
!
J (a) Determine forces in each member of pin jointed frame as shown. Use force 10
Inethod. A=200 mm2, E=200GPa. .2..0K,J ·
f
4111 ---.."f (b) Work out the veliical deflection of point C due to change in temperature as 07
indicated. Take thickness of each member 400 mm. and at =12xlO-6/o C
E=200 GPa
(c)
(a)
State the assumptions made theory of plastic analysis. 03 Analyse the portal frame shown below, using stiffness matrix OR Flexibility 16 Matrix method. Draw BMD and deflected shape.
~~~~~~ook~/m
T 3M
~
(b) State the advantage and disadvantage of indeterminate structure 04
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Paper / Subject Code: 31801 / Structural Analysis - II
9B3F1078C11C9DB7CE7FD07066638A42
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0706
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1078
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0706
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A42
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FD07
0666
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3F10
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0666
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429B
3F10
78C11
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0706
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0706
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6. (a) Find plastic moment of resistance for beam shown in figure. 08 ,2..()KtJ/ro SDK'" 10/0 )/»1
L' ,4 1 JL I 14 11 I 'l @ ({rhff; ® 16 "hi '! 2h1 r- 3m " 41H ----1' I ~
" (b) Using the approximate method analyse the building frame subj ected to 12 horizontal forces as shown in figure. Also draw BMD.
I I'
80~#--~~~' ------------1I----------------~
1 \ J
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Paper / Subject Code: 31801 / Structural Analysis - II
9B3F1078C11C9DB7CE7FD07066638A42
_______________
68593
