Question 8 In the below structure, force P = 8963 N pushes point to DOWNWARD. If only force P is applied to the structur

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Question 8 In the below structure, force P = 8963 N pushes point to DOWNWARD. If only force P is applied to the structur

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Question 8 In The Below Structure Force P 8963 N Pushes Point To Downward If Only Force P Is Applied To The Structur 1
Question 8 In The Below Structure Force P 8963 N Pushes Point To Downward If Only Force P Is Applied To The Structur 1 (49.94 KiB) Viewed 9 times
Question 8 In The Below Structure Force P 8963 N Pushes Point To Downward If Only Force P Is Applied To The Structur 2
Question 8 In The Below Structure Force P 8963 N Pushes Point To Downward If Only Force P Is Applied To The Structur 2 (40.91 KiB) Viewed 9 times
Question 8 In The Below Structure Force P 8963 N Pushes Point To Downward If Only Force P Is Applied To The Structur 3
Question 8 In The Below Structure Force P 8963 N Pushes Point To Downward If Only Force P Is Applied To The Structur 3 (47.23 KiB) Viewed 9 times
Question 8 In The Below Structure Force P 8963 N Pushes Point To Downward If Only Force P Is Applied To The Structur 4
Question 8 In The Below Structure Force P 8963 N Pushes Point To Downward If Only Force P Is Applied To The Structur 4 (41.62 KiB) Viewed 9 times
Question 8 In the below structure, force P = 8963 N pushes point to DOWNWARD. If only force P is applied to the structure, what is the value of deflection at C in the X direction in mm. Axial force values for BC and CD and bending moment diagram for AE under a unit load at C are given in the below figure. Key in the result to ONE Decimal Place. For example, 1.2 and not 1 or 1.21 Enter the numeric value without a unit. For example, 1.2 and not 1.2 kN L = 2294 mm + .. х ll T 6.71 B: D U
7 T 1070 8 B: E il 2 l Te i lla 1 DI E BMD A BI It lla E*A*10^(-7) E*l*10^(-11) AE 30 28 BC 32 44 CD 32 44
Question 9 In the below structure, force P = 7386 N pushes point to the RIGHT. If only force P is applied to the structure, what is the value of deflection at Cin the X direction in mm. Axial force values for BC and CD and bending moment diagram for AE under a unit load at Care given in the below figure. Key in the result to ONE Decimal Place. For example, 1.2 and not 1 or 1.21 Enter the numeric value without a unit. For example, 1.2 and not 1.2 kN L = 2910 mm + DOO Х 1 el Т. 071
CO el T 0.71 B: D E il 2 l il i هابا + DI E € BMD A RI 1+ lla E*A*10^(-7) (N) E*1*10^-11) (N.mm^2) AE 33 43 BC 49 36 CD 49 36
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