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The figure below shows the shear forces (kips) in the interior columns of a two-storied frame. Use the Portal Method to calculate the corresponding
The figure below shows the shear forces (kips) in the interior columns of a two-storied frame. Use the Portal Method to calculate the corresponding (i) applied loads P, and P2, (ii) column bending moments, (iii) beam axial forces. P; 10' P 12' 20 20'
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Corporate Finance
Authors: Jonathan Berk and Peter DeMarzo
3rd edition
978-0132992473, 132992477, 978-0133097894
