For the beam shown below, draw the reactions in the positive cartesian direction and calculate: y...

 

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For the beam shown below, draw the reactions in the positive cartesian direction and calculate: y A w N/m Lm C' C COLLAPSE IMAGES B →X Course w = 140 N/m The moment of inertia of the cross section CC. V @ 2 Cross section CC bmm ype here to search L=8m b= 30 mm F2 6b mm 3 tries remaining 1 point(a) possible WANNEY 3 W E bmm 4 S D hmm bmm X F4 $ 4 mm¹ O A R LL с FS % 5 h = 510 mm ENTER & 7 (² 6 TY U CH I * B 8 FO ( 9 33% F10 *- O Logout * P nt Course The resultant force of the distributed load. 3 tries remaining. 1 point(s) possible The vertical reaction at B. 3 tries remaining. 1 point(s) possible The vertical reaction at A. 3 tries remaining. 1 point(s) possible ( 3 tries remaining. 1 point(s) possible Type here to search The section range for the beam AB. DE 4 # 3 < X < X F4 4 N N O ) m N ENTER At ENTER FS ENTER ENTER do Lo % B 21 $ F6 C Ⓡ C F7 & 7 CH FO 8 F9 [ int Course The shear force equation for the beam AB. F1 3 tries remaining. 1 point(s) possible The bending moment equation for the beam AB. 3 tries remaining. 1 point(s) possible Type here to search @ 2 Choose the graph that most closely represents the bending moment diagram for the beam AB. A) C.) 02 + #3 F3 B.) D.) F4 N ENTER 4 O N.m II с F5 % слоро ENTER 5 B 11 2 CC 9 D & 7 .... D F8 8 8 F9 a nt Course C.) D FI Select an answer 3 tries remaining. 1 point(s) possible The magnitude of the maximum bending moment in the beam AB. 3 tries remaining. 1 point(s) possible Type here to search ENTER 3 tries remaining. 1 point(s) possible The magnitude of the maximum tensile stress in the beam AB. 4- FR + F3 N.m F4 ENTER kPa ENTER F5 0/ S FG 1 F7 2. .... FB F9 For the beam shown below, draw the reactions in the positive cartesian direction and calculate: y A w N/m Lm C' C COLLAPSE IMAGES B →X Course w = 140 N/m The moment of inertia of the cross section CC. V @ 2 Cross section CC bmm ype here to search L=8m b= 30 mm F2 6b mm 3 tries remaining 1 point(a) possible WANNEY 3 W E bmm 4 S D hmm bmm X F4 $ 4 mm¹ O A R LL с FS % 5 h = 510 mm ENTER & 7 (² 6 TY U CH I * B 8 FO ( 9 33% F10 *- O Logout * P nt Course The resultant force of the distributed load. 3 tries remaining. 1 point(s) possible The vertical reaction at B. 3 tries remaining. 1 point(s) possible The vertical reaction at A. 3 tries remaining. 1 point(s) possible ( 3 tries remaining. 1 point(s) possible Type here to search The section range for the beam AB. DE 4 # 3 < X < X F4 4 N N O ) m N ENTER At ENTER FS ENTER ENTER do Lo % B 21 $ F6 C Ⓡ C F7 & 7 CH FO 8 F9 [ int Course The shear force equation for the beam AB. F1 3 tries remaining. 1 point(s) possible The bending moment equation for the beam AB. 3 tries remaining. 1 point(s) possible Type here to search @ 2 Choose the graph that most closely represents the bending moment diagram for the beam AB. A) C.) 02 + #3 F3 B.) D.) F4 N ENTER 4 O N.m II с F5 % слоро ENTER 5 B 11 2 CC 9 D & 7 .... D F8 8 8 F9 a nt Course C.) D FI Select an answer 3 tries remaining. 1 point(s) possible The magnitude of the maximum bending moment in the beam AB. 3 tries remaining. 1 point(s) possible Type here to search ENTER 3 tries remaining. 1 point(s) possible The magnitude of the maximum tensile stress in the beam AB. 4- FR + F3 N.m F4 ENTER kPa ENTER F5 0/ S FG 1 F7 2. .... FB F9