SOLVE FOR THE REACTIONS AND DRAW THE SHEAR AND MOMENT DIAGRAMS OF THE FOLLOWING BEAMS PROVIDE A SOLUTION USING BOTH; THREE-MOMENT EQUTION (3ME) AND SLOPE DEFLECTION METHOD (SDM) ASSUME w = 12 kN/m P = 46 kN El = constant w kN/m A 6m 3m B.
SOLVE FOR THE REACTIONS AND DRAW THE SHEAR AND MOMENT DIAGRAMS OF THE FOLLOWING BEAMS PROVIDE A SOLUTION USING BOTH; THREE-MOMENT EQUTION (3ME) AND SLOPE DEFLECTION METHOD (SDM) ASSUME w = 12 kN/m P = 46 kN El = constant w kN/m A 6m 3m B.
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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Transcribed Image Text:SOLVE FOR THE REACTIONS AND DRAW THE SHEAR AND MOMENT DIAGRAMS OF THE FOLLOWING
BEAMS
PROVIDE A SOLUTION USING BOTH;
THREE-MOMENT EQUTION (3ME) AND SLOPE DEFLECTION METHOD (SDM)
ASSUME
w = 12 kN/m
P = 46 kN
El = constant
w kN/m
A
6m
3m
B.
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