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CE Calculators >> Moment Distribution >>
Moment Distribution Calculator for Indeterminate beam of two spans

Left span having UDL (Uniformly Distributed Load) on full span and right span also with UDL.
moment distribution method
Note: Enter the values of Moments of Inertia of both the spans in the same units.  If I1 is equal to twice of I2, you can enter I1=2 and I2=1. Similarly the Modulus of Elaticity for both the spans should be in the same units. If E1 is equal to twice of E2, you can enter E1=2 and E2=1

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TABLE FOR INPUT VALUES
Beam Spans Applied Loads Modulus of Elasticity Moment of Inertia
L1 (m):
L2 (m):
UDL 'w1' (kN/m):
UDL 'w2' (kN):
E1 (units):
E2 (units):
I1 (units):
I2 (units):

CALCULATION TABLE FOR MOMENT DISTRIBUTION
Joints A B B C
MembersAB BA BCCB
Distribution Factors
Initial Fixed-End Moments (kNm)
Balancing Moments (kNm)00
Carry-Over Moments (kNm)00
FINAL END MOMENTS (kNm)
REACTION AT SUPPORTS
Reaction at A (kN):Reaction at B (kN): Reaction at C (kN):

Moment Distribution calculators for more Load cases
Point Loads on  left span and Uniform Load on right   UDL on left span and Point Load on right
Point Load on left and partial UDL on right (starting from end support)   Point Load on left span and partial UDL on right span (starting from intermediate support)
UDL on Left and Varying Load on right span   Uniformly distributed load Loads on both spans
Point Load on left and UVL on right (max at end support)   Point Load on Left and Varying Load on right span
Point Load on left and UVL on right (max at intermediate support)   Point Load on  left span and Moment on right
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Last updated on Friday March 21, 2014