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Technical Data Sheet :- Continuous Beams 1 Date :- 01.01.2003

w

w w w

w w

w

w w

w

w w w

w w

w w w

w w

w

w -0.0

05

-0.

049

0.

545

0.

571

-0.

080

0.

013

0.4

33

0.6

52

-0.1

07

0.0

27

0.

442

-0.

036

0.

464

1.

143

0.

464

-0.

036

0.

380

1.

223

0.

357

0.

598

0.

393

0.

446

0.

572

0.

464

0.

572

-0.

054

0.

393

1.

143

0.

929

1.

143

0.0

63

0.

375

1.

250

0.

375

0.

400

1.

100

1.

100

0.

4000.080

0.

450

0.

550

0.

550

0.

4500.101

-0.

050

0.

550

0.

550

-0.

050

0.

017

0.

383

1.

200

0.

450

-0.

033

-0.067 +0.017

0.094

ANALYSIS OF EQUAL SPAN CONTINUOUS BEAMS

where W is the UDL on one span only and L is one span

WITH UNIFORMLY DISTRIBUTED LOADS

Moment = coefficient x W x L

Reaction = coefficient x W

-0.049 -0.054 +0.014

0.074

-0.

100

0.094

-0.036 -0.107

0.072 0.061

-0.036

0.056 0.056

0.098

-0.071

0.077 0.036

-0.107

0.036

0.077

-0.054

-0.117 -0.033

0.073 0.054

-0.050 -0.050

0.075

-0.050 -0.050

0.101

-0.125

0.070

-0.063

0.070

0.6

25

-0.100 -0.100

0.096

0.080 0.025

0.4

38

-0.121 -0.018 -0.058

0.0810.100

-0.036 -0.054

-0.107

0.

433

0.

650