The reduced form of 3y (5) – 21y (4) + 5y''- 10y"+42y'– 8y+ 5=0 is: (3D5– 21D4– 5D³+ 10D²+42D – 8) y= - 5 B) (3D5– 21D++ 5D³– 10D²– 42D + 8)y=- 5 (3D5– 21D*+5D³- 10D²+42D – 8) y=0 (3D5– 21D4– 5D³ – 10D²+42D + 8) y=0
The reduced form of 3y (5) – 21y (4) + 5y''- 10y"+42y'– 8y+ 5=0 is: (3D5– 21D4– 5D³+ 10D²+42D – 8) y= - 5 B) (3D5– 21D++ 5D³– 10D²– 42D + 8)y=- 5 (3D5– 21D*+5D³- 10D²+42D – 8) y=0 (3D5– 21D4– 5D³ – 10D²+42D + 8) y=0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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