Ao B C D . Tex₁ - x1 F1 (2.000x10^1) KN • F2= (4.0000x10^1) kN x1 (3.0000x10^0) m .x2= (4.00x10^0) m F1 F2 VE F G H Using only the METHOD OF SECTIONS, determine the force in member FH of the cruss shown. x2 *Keep three significant digits even if the answer ends with one, for instance 1.01 instead of 1.011 *Use scientific notation (one decimal to the left), for instance 1.01 instead of 10.1 Note: Your answer is assumed to be reduced to the highest power possible

Ao B C D . Tex₁ - x1 F1 (2.000x10^1) KN • F2= (4.0000x10^1) kN x1 (3.0000x10^0) m .x2= (4.00x10^0) m F1 F2 VE F G H Using only the METHOD OF SECTIONS, determine the force in member FH of the cruss shown. x2 Keep three significant digits even if the answer ends with one, for instance 1.01 instead of 1.011 Use scientific notation (one decimal to the left), for instance 1.01 instead of 10.1 Note: Your answer is assumed to be reduced to the highest power possible

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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