Advanced Methods of Structural Analysis

556 Appendix

Ta b l e A. 4

(continued)

No

Loading conditions

Reactions and bending momentdiagrams

Expressions for bendingmoments and reactions

4

(u

+

u

=1)

M

ul

ul

C

u

u^ > 2/3 > 2/3

M

A

M

CA

M

CB

M

B

RA

RB

M

A

M

A

M

A

M

B

M

A

M

B

1/3 <

u

< 2/3

M

A

D



.^2



3

/M

M

B

D

u.

2 

3 u

/M

RA

D

R

B

D

6 u



Ml

M

CA

D

RA

ul

C

M

A

uD

0:5

W

M

A

D

M

B

D

M^4

RA

D

R

B

D

3 2

Ml

M

CA

D

M

CB

D

M^2

5

q

RA

RB

M

A

M

A

M

B

M

B

M

A

D

M

B

D

ql

2

12

RA

D

R

B

D

1 ql 2

M



l 2

D

ql

2

24

(continued)