Advanced Methods of Structural Analysis

558 Appendix

Ta b l e A. 5

Reactions of fixed-sliding beams

l

A

B

EI,

a

h

Expressions for bending

No

Loading conditions

Reactions and bending moment diagrams

moments and reactions

1

jA

=1

jA

=1

RA

M

A

M

A

M

M B

B

M

A

D

M

B

D

EIl

R

A

D

0

a 2

Δ=1

M

A

RA

QB

M

A

M

B

M

B

M

A

D

M

B

D

6 EIl

2

R

A

D

Q

B

D

12

EI (^3) l
3
(u

• u=1)
  P
  ul
  ul
  C
  M
  B
  M
  A
  R
  A
  M
  A
  ul
  ul
  C
  M
  B
  M
  C
  M
  A
  D
  Pl
  u.
  2 
  u/
  2
  M
  B
  D
  Pl
  (^2) u 2
  M
  C
  D
  M
  B
  R
  A
  D
  P
  (continued)