Calculate: 1. Static indeterminancy. 2. Kinematic indeterminancy (neglecting axial deformation for flexural members).

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written 7.8 years ago by

teamques10 ★ 68k

modified 2.8 years ago by

pedsangini276 • 4.8k

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Mumbai University > Civil Engineering > Sem 5 > Structural Analysis – II

Marks: 6 Marks

Year: May 2015

structural analysis

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1 Answer

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written 7.8 years ago by

teamques10 ★ 68k

m = 1 , r = 5 , j = 2 , ro = 0 , h = 1

Dsi = ( r 3m ) – ( 3j + h + ro ) = ( 5 + 3 * 1 ) – ( 3 * 2 + 1 + 0 )

= 8 – 7 = 1

Dki = 4
Dsi = ( r + 3m ) – ( 3j + h ) = ( 5 + 3 * 9 ) – ( 3 * 8 + 0 ) = 32 – 24 = 8

Dki = 9
Dsi =( r + m ) – 2j = ( 5 + 8 ) – 2 * 5 = 13 – 10 = 3

Dki = 5

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