engineering recuitment HPCL Engineer Mock Test 2024 Structural Analysis Methods of Structural Analysis Displacement Method of Analysis
The slope deflection equation of the member BC of the frame as shown in the figure is given by [EI is constant]
1
MBC = 0.25 EI(2θB + θC) - 120
2
MBC = 0.25 EI(2θB + θC) - 80
3
MBC = 0.25 EI(θB + 2θC) - 40
4
MBC = 0.5 EI(θB + 2θC) - 80