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Using the portal cantilever method. method to solve all reactions and compare results from 50kips 30-0 15-0 15-0
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GIVEN STRUCTURE & DATA 50 kips 30 ft 15 ft 15 ft CALCULATIONS TOP STOREY 50 kips 2H For equilibrium Therefore, H 12.5 25 25 2GIVEN STRUCTURE&DATA 50 kips 30 ft 15 ft 15 ft Ratio of areas of columns CALCULATIONS LOCATION OF CENTROID OF AREAS OF COLUMNTaking moment of the axial forces in the columns about the hinge point on the right end column, we have 50 15 P21 x 30 P22x 1

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Using the portal cantilever method. method to solve all reactions and compare results from 50kips 30'-0" 15'-0 15'-0" Using the portal cantilever method. method to solve...
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