Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam shown in figure using “Force Method". The (roller) support at “B" settles 35 mm. The moment of inertia is given by (I) for regions “AB", “BC" and “CD"; however it is equal to (21) for the region “DE". (“B" is the roller and “E" is the fixed type of support). [The flexural rigidity: El=40000 KNM²] 60 kN 10 kN/m ►X В (I) (1) (I) (21) 1.5m
Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam shown in figure using “Force Method". The (roller) support at “B" settles 35 mm. The moment of inertia is given by (I) for regions “AB", “BC" and “CD"; however it is equal to (21) for the region “DE". (“B" is the roller and “E" is the fixed type of support). [The flexural rigidity: El=40000 KNM²] 60 kN 10 kN/m ►X В (I) (1) (I) (21) 1.5m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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Step 1: Diagram and Solution
Solution:
As per the diagram
As support sinks by 35 mm
\
Step 2: Shear force values and bending moment values
Shear Force Values
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