Use the cantilever method of approximate analysis and draw the moment diagram for column BCD. Note differences in columns areas. 5K 12 12 _B K 18- A =24 m? A= 12 n?
Use the cantilever method of approximate analysis and draw the moment diagram for column BCD. Note differences in columns areas. 5K 12 12 _B K 18- A =24 m? A= 12 n?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1 Given Frame
VIEWStep 2 Assumptions for cantilever method
VIEWStep 3 Calculation of neutral axis of frame
VIEWStep 4 Calculation of axial force of column
VIEWStep 5 Calculation of axial force of column
VIEWStep 6 Calculation of shear forces
VIEWStep 7 Calculation of shear forces
VIEWStep 8 Moment diagram for the column
VIEWStep by step
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