Advanced Methods of Structural Analysis

Appendix 559

Ta b l e A. 5

(continued)

No

Loading conditions

Reactions and bending moment diagrams

Expressions for bendingmoments and reactions

4

(u

+

u

=1)

ul

ul

M

C

M

A

M

B

RA

M

A

M

B

M

A

D

M

M

B

D

uM

R

A

D

0

5

q

RA

RB

M

A

M

A

M

B

M

B

M

A

D

ql

(^23)
M
B
D
ql
(^26)
RA
D
ql
M

l 2
D
ql
(^224)
6
Temperature gradient
t^1 t^2
RA
M
A
M
A
M
B
M
B
M
A
D
M
B
D
EI
̨
.t^1

t/^2
h
RA
D
0
aQ
B
is the force that should be applied to obtain vertical displacement

D
1