{[ promptMessage ]}

Bookmark it

{[ promptMessage ]}

748_Mechanics SolutionInstructors_Sol.Manual-Mechanics_Materials_7e.book_Gere_light.1

# 748_Mechanics SolutionInstructors_Sol.Manual-Mechanics_Materials_7e.book_Gere_light.1

This preview shows pages 1–2. Sign up to view the full content.

742 CHAPTER 9 Deflections of Beams Solution 9.5-20 Compound beam B EAM BCD WITH A SUPPORT AT B B EAM BCD WITH A SUPPORT AT B C ANTILEVER BEAM AB 11 qL 4 24 EI ( downward) d B qL 4 8 EI + ( qL ) L 3 3 EI 5 qL 4 24 EI d ¿ c 5 q (2 L ) 4 384 EI D OWNWARD DISPLACEMENT OF POINT C I NTENSITY OF LOAD TO CLOSE THE GAP q 16 EIc 7 L 4 ; c clearance c d C 7 qL 4 16 EI d c d ¿ c d ¿¿ c 5 qL 4 24 EI 11 qL 4 48 EI 7 qL 4 16 EI d ¿¿ c 1 2 d B 11 qL 4 48 EI downward displacement of point C due to d B d ¿¿ c Problem 9.5-21 Find the horizontal deflection d h and vertical deflection d n at the free end C of the frame ABC shown in the figure. (The flexural rigidity EI is constant throughout the frame.) Note : Disregard the effects of axial deformations and consider only the effects of bending

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document
This is the end of the preview. Sign up to access the rest of the document.

{[ snackBarMessage ]}

### Page1 / 46

748_Mechanics SolutionInstructors_Sol.Manual-Mechanics_Materials_7e.book_Gere_light.1

This preview shows document pages 1 - 2. Sign up to view the full document.

View Full Document
Ask a homework question - tutors are online