Homework Answers
RB is taken as
redundant and using compatibility equation and method of super
position, the reactions are found:
RA= 125N
RB= 550N
RC= 125N
Add Answer to:
Determine the reactions at the bearing supports A, B, and C of
the shaft, then draw...
Q2 Determine the reactions at the supports A, B and C. Then draw the shear and...
Q2 Determine the reactions at the supports A, B and C. Then draw the shear and moment diagrams. EI is constant. 80 kN 3 ,80 KN 3 12 kN/m 3 m n D E L 12 m EI = Constant
The shaft is supported by smooth journal bearings at A and B that only exert vertical reactions on the shaft.
The shaft is supported by smooth journal bearings at A and B that only exert vertical reactions on the shaft. a) Calculate the reaction forces at the supports. b) Draw the shear force ve bending moment diagrams. c) Ifd-90 mm, the absolute maximum bending stress in the beam is equal to....
The bearings at A and B exert only vertical reactions on the shaft. Take d1=0.1 m,...
The bearings at A and B exert only vertical reactions on the shaft. Take d1=0.1 m, d2=0.4 m, d3=0.2 m, d4=0.2 m, F1 = 572 N, F2 = 320 N, and F3 = 193 N. Draw the shear and moment diagrams for the shaft if it is subjected to the vertical loadings and determine the maximum bending moment in N-m. Be mindful of the sign convention. Saite d2 - d3 1 24. F3
a). Find the reactions at supports. b). Draw complete shear and moment diagrams for each beam...
a). Find the reactions at supports. b). Draw complete shear and moment diagrams for each beam c). Label the magnitude and location of absolute maximum values on each shear and moment diagram 500 N/m 150 N/m 0.5m 0.5 m 0.5 m URE P5-30
Determine the reactions at the supports, then draw the momentdiagram for each member. EI is...
Determine the reactions at the supports, then draw the moment
diagram for each member. EI is constant. A is roller. Choose Ay as
redundant.
asap Q5: Using force method, determine the reactions of the supports for the beam shown in...
asap
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. EI is constant. Use conjugate beam method to determine deflections. 6 m 50 KN 200 kN.m 9 m 3 m Fig. (5)
There are two bearings support each end of a shaft. Bearing at right side has vertical stiffness,...
There are two bearings support each end of a shaft. Bearing at right side has vertical stiffness, ks. Shaft is subjected to a distributed load which intensity is p equal to 4380 N/m and a point P of 1880 N as shown in figure C. the flexural rigidity EI of the shaft is 34.5*103 Nm2 Ks 250 kN/m. Determine: i. The slope and deflection at the ends and midspan of the shaft ii. The moment and shear force at the...
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure...
Q5: Using force method, determine the reactions of the
supports for the beam shown in Figure (5). Then draw shear and
bending moment diagrams for the beam. EI is constant. Use conjugate
beam method to determine deflections.
I need it in 30min or 1 h
6 m 50 KN 200 kN.m 22 А В. С 9 m to 3m
500 N/m 2b Figure 1 (a) Determine the reactions at the supports at A and B....
500 N/m 2b Figure 1 (a) Determine the reactions at the supports at A and B. 4 Marks) Determine the equations defining the shear force and bending moment at any (6 Marks) Draw the shear force and bending moment diagrams for the beam, showing the (6 Marks) (b) point between points A and C (c) values at all points between points A and B. (d) Find the dimensions of the cross-section of the beam if the allowable bending stress for...
2) For the beam given below, calculate reactions at both supports A and B. Draw the...
2) For the beam given below, calculate reactions at both supports A and B. Draw the shear and moment diagrams. Label the maximum shear and moment values on the diagrams. (20 pts) 8/ 59% ART 5'-0" T4'-0" 30"
Q2 Determine the reactions at the supports A, B and C. Then draw the shear and moment diagrams. EI is constant. 80 kN 3 ,80 KN 3 12 kN/m 3 m n D E L 12 m EI = Constant
The bearings at A and B exert only vertical reactions on the shaft. Take d1=0.1 m, d2=0.4 m, d3=0.2 m, d4=0.2 m, F1 = 572 N, F2 = 320 N, and F3 = 193 N. Draw the shear and moment diagrams for the shaft if it is subjected to the vertical loadings and determine the maximum bending moment in N-m. Be mindful of the sign convention. Saite d2 - d3 1 24. F3
a). Find the reactions at supports. b). Draw complete shear and moment diagrams for each beam c). Label the magnitude and location of absolute maximum values on each shear and moment diagram 500 N/m 150 N/m 0.5m 0.5 m 0.5 m URE P5-30
Determine the reactions at the supports, then draw the moment
diagram for each member. EI is constant. A is roller. Choose Ay as
redundant.
asap
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. EI is constant. Use conjugate beam method to determine deflections. 6 m 50 KN 200 kN.m 9 m 3 m Fig. (5)
There are two bearings support each end of a shaft. Bearing at right side has vertical stiffness, ks. Shaft is subjected to a distributed load which intensity is p equal to 4380 N/m and a point P of 1880 N as shown in figure C. the flexural rigidity EI of the shaft is 34.5*103 Nm2 Ks 250 kN/m. Determine: i. The slope and deflection at the ends and midspan of the shaft ii. The moment and shear force at the...
Q5: Using force method, determine the reactions of the
supports for the beam shown in Figure (5). Then draw shear and
bending moment diagrams for the beam. EI is constant. Use conjugate
beam method to determine deflections.
I need it in 30min or 1 h
6 m 50 KN 200 kN.m 22 А В. С 9 m to 3m
500 N/m 2b Figure 1 (a) Determine the reactions at the supports at A and B. 4 Marks) Determine the equations defining the shear force and bending moment at any (6 Marks) Draw the shear force and bending moment diagrams for the beam, showing the (6 Marks) (b) point between points A and C (c) values at all points between points A and B. (d) Find the dimensions of the cross-section of the beam if the allowable bending stress for...
2) For the beam given below, calculate reactions at both supports A and B. Draw the shear and moment diagrams. Label the maximum shear and moment values on the diagrams. (20 pts) 8/ 59% ART 5'-0" T4'-0" 30"
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