Computer · Structural Analysis
For a symmetrical frame with fixed bases, what is the slope-deflection equation for the bending moment MBA at joint B for the member AB, assuming no sway and no external span loads?
Verified Solution4 OptionsUpdated: October 2026👁️1 View
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- 1MBA = 0.5 EI θB
- 2MBA = EI θB✓
- 3MBA = 0.5 EI θA
- 4MBA = EI θA
Correct answer
MBA = EI θB
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