Estimate the teritiary moments developed in the portal frame ABCD of Example 15.5, if the transform is prestressed by a cable carrying an effective force of 200 kN. Assume the modulus of elasticity of concrete in the members as 34 kN/mm². AB=CD=5 m and BC = 10 m. All members are of constant section which is 100 mm wide and 300 mm deep. Find also the ratio of the prestressing force shared by the column and transom.

Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Chapter1: The Study Of Minerals
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Estimate the teritiary moments developed in the portal frame
ABCD of Example 15.5, if the transform is prestressed by a cable carrying an effective
force of 200 kN. Assume the modulus of elasticity of concrete in the members as 34
kN/mm². AB=CD = 5 m and BC = 10 m. All members are of constant section which
is 100 mm wide and 300 mm deep. Find also the ratio of the prestressing force shared
by the column and transom.
Transcribed Image Text:Estimate the teritiary moments developed in the portal frame ABCD of Example 15.5, if the transform is prestressed by a cable carrying an effective force of 200 kN. Assume the modulus of elasticity of concrete in the members as 34 kN/mm². AB=CD = 5 m and BC = 10 m. All members are of constant section which is 100 mm wide and 300 mm deep. Find also the ratio of the prestressing force shared by the column and transom.
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