Advanced Methods of Structural Analysis

564 Appendix

Tabulated data for uniform continuous beams.Two span beams with equal spans:

B

ll

AC

Ta b l e A. 1 0

Reactions and bending moments due to different types of loads

Location of the load

Type of load in the loaded span

l

q

P

a

l=

2 a

l=

3 b

PP

bb

b

l=

4 c

PP

cc

c

c

l/^2

q

l

R

A

0.375

ql

0:313P

0:667P

1:031P

0.172

ql

R

B

1.250

ql

1:375P

2:667P

3:938P

0.656

ql

M

B



0:125ql

2



0:188P l



0:333P l



0:469P l



0:078ql

2

R

A

0.438

ql

0:406P

0:833P

1:266P

0.211

ql

M

B



0:063ql

2



0:094P l



0:167P l



0:234P l



0:039ql

2

R

A



0:063ql



0:094P



0:167P



0:234P



0:039ql