Need help, please provide all work and round answers to 3 sig figs. The force F1 = 10 kN, F2 = 10 kN, F3 = 5 kN, F4 = 5KN are acting on the sttructure shown. Determine the forcesin the members specified below. Use positive values toindicate tension and negative values to indicate compression.F2DbbbF1F3 CEF4 BFAaGValues for dimensions on the figure are given in the followingtable. Note the figure may not be to scale.Variable Valuea4 mb3 mThe force in member BC isKN.The force in member BE isKN.The force in member EF isKN.

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Answered: The force F1 = 10 kN, F2 = 10 kN, F3 =…

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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Determine the forces in all bars of the truss shown in the given figure. Indicate tension or compression. Given: P = 10 kips.
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The question is in the picture. Thanks
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Problem 6.40 Consider the truss shown in (Figure 1). Suppose that F₁ = 4.5 kN and F₂ = 5 kN Figure 1 2 kN of 1 F. B F. C F, D F G -5m-5 m-5 m-5 m 3 kN E dan 3 m Part A Determine the force in member CD and state if this member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. FCD= -11.9 kN Submit Correct Part B Determine the force in member CF and state if this member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. FCF 9.84 My Answers Give Up Submit μA KN My Answers Give Up Incorrect; Try Again; 5 attempts remaining μA ? Part C Determine the force in member CG and state if this member is in tension or compression. Express your answer to three significant figures and include the…
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A portal frame shown in figure (not drawn to scalé) has a hinge support at joint P and a roller support at joint R. A point load of 50 kN is acting at joint R in the horizontal direction. The flexural rigidity. El, of each member is 106 kNm². Under the applied load, the horizontal displacement (in mm, round off to 1 decimal place) of joint R would be 5 m Q El El 10 m 50 kN

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