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.) (Figure 6.17 of the textbook the fixed-end reaction forces and moments, is attached at the 3wL 7wL A. Fx D. Fx = 3wL 7wL B. Fx = 20 C. Fx = 20 20 20

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.) (Figure 6.17 of the textbook the fixed-end reaction forces and moments, is attached at the 3wL 7wL A. Fx D. Fx = 3wL 7wL B. Fx = 20 C. Fx = 20 20 20

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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