В4m100kN5mThe structure is composed of bar AB and a semi secular arc as shown in the figure.It is fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I=1000x1066 mm4. Calculate the Horizontal displacement of the point where the load isapplied. (mm)19.5040.0182.5345.31The structure is composed of bar AB and a semi secular arc as shown in the figure.It is fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I= 1000x1066 mm4. Calculate the Vertical displacement of the point where the load is applied.(mm)86.2846.2868.4235.42

Answered: Image /qna-images/answer/e2c261b9-95cc-488e-b094-c9c48c3faa48.jpg

В 4m 100KN 5m he structure is composed of bar AB and a semi secular arc as shown in the figure. is fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I 1000x1066 mm4. Calculate the Horizontal displacement of the point where the load is plied. (mm) 9.50 -0.01 2.53 -5.31 The structure is composed of bar AB and a semi secular arc as shown in the figure. It is fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I =1000x1066 mm4. Calculate the Vertical displacement of the point where the load is applied. (mm) 86.28 46.28 68.42 35.42

В 4m 100KN 5m he structure is composed of bar AB and a semi secular arc as shown in the figure. is fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I 1000x1066 mm4. Calculate the Horizontal displacement of the point where the load is plied. (mm) 9.50 -0.01 2.53 -5.31 The structure is composed of bar AB and a semi secular arc as shown in the figure. It is fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I =1000x1066 mm4. Calculate the Vertical displacement of the point where the load is applied. (mm) 86.28 46.28 68.42 35.42

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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