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dinate system) ffness matrix) 10. Consider the structure in Figure 3. Assume the hydrostatic load (i.e. product of hydrostatic pressure and depth of the beam) at depth L is w, as shown in the figure. Applying the external load model, the nodal force on node P is end.) (igure 6,17 of the textbook, the fixed-end reaction forces and moments, is attached at the 3wl A. Fx 7wL 3wl D. Fx C. Fx = 7WL B. Fx = 20 20 20 20 CL (symmetry plane)

dinate system) ffness matrix) 10. Consider the structure in Figure 3. Assume the hydrostatic load (i.e. product of hydrostatic pressure and depth of the beam) at depth L is w, as shown in the figure. Applying the external load model, the nodal force on node P is end.) (igure 6,17 of the textbook, the fixed-end reaction forces and moments, is attached at the 3wl A. Fx 7wL 3wl D. Fx C. Fx = 7WL B. Fx = 20 20 20 20 CL (symmetry plane)

Structural Analysis
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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dinate system) ffness matrix) 10. Consider the structure in Figure 3. Assume the hydrostatic load (i.e. product of hydrostatic pressure and depth of the beam) at depth L is w, as shown in the figure. Applying the external load model, the nodal force on node P is end.) (igure 6,17 of the textbook, the fixed-end reaction forces and moments, is attached at the 3wl A. Fx 7wL 3wl D. Fx 7WL B. Fx = C. Fx = 20 20 20 20 CL (symmetry plane) Figure 3
Transcribed Image Text:dinate system) ffness matrix) 10. Consider the structure in Figure 3. Assume the hydrostatic load (i.e. product of hydrostatic pressure and depth of the beam) at depth L is w, as shown in the figure. Applying the external load model, the nodal force on node P is end.) (igure 6,17 of the textbook, the fixed-end reaction forces and moments, is attached at the 3wl A. Fx 7wL 3wl D. Fx 7WL B. Fx = C. Fx = 20 20 20 20 CL (symmetry plane) Figure 3
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