Determine the shear and moment as functions of x,and then draw the shear and moment diagram forthe beam.Use the Equilibrium Method to establish theequations that describe the shear and momentdiagrams.15 kN/mA30 kN/m4.5 m1.5 mB

Answered: Determine the shear and moment as…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a= 2.5 m, b= 7.0 m, MB = 85 kN-m and Mc = 130 kN-m. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. y MB Mc В C D Determine the shear force acting at each of the following locations: (a) x = 0+ m (i.e., just to the right of point A) (b) x = 2.5- m (i.e.,. just to the left of B) (c) x = 2.5+ m (i.e., just to the right of B) (d) x = 12.0- m (i.e. just to the left of D) When entering your answers, use the shear force sign convention. Answers: (a) V = i kN. (b) V - i kN. (c) V = i kN. (d) V = i kN.
Determine the bending moment M in the beam at the point located 1.32 m to the left of point C. The ground reactions and shear-force diagram are shown. 2.0 kN/m 5.0 kN/m 3m 5m 4.70 kN 14.30 kN 10.70 6.00 OxS.14 -14.30 O 13.34 kN-m O 18.53 kN-m O 9.14 kN-m O 14.52 kN-m O 12.14 kN-m
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 3.8 m, b = 7.6 m, c = 5.1 m, P = 11 kN, w = 41 kN/m, and Q = 29 kN. Label all significant points on each diagram and identify the maximum shear force and bending moment along with their respective locations. Additionally: (a) Determine V and M in the beam at a point located 0.50 m to the right of B. (b) Determine V and M in the beam at a point located 1.15 m to the left of C. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. В a b Answer: Vmax kN Mmax kN•m (a) Vx1= kN Mx1 = kN•m (b) Vx2 = kN Mx2 = kN•m
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 2.2 m, b = 4.4 m, c = 3 m, P = 16 kN, w = 34 kN/m, and Q = 26 kN. Label all significant points on each diagram and identify the maximum shear force and bending moment along with their respective locations. Additionally:(a) Determine V and M in the beam at a point located 0.65 m to the right of B.(b) Determine V and M in the beam at a point located 1.40 m to the left of C.Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.
Determine the bending moment M in the beam at the point located L = 3.45 m to the left of point C. The ground reactions and shear- force diagram are shown. 40.0 kN 7.0 kN/m A B 3 m 12 m 65.60 kN 58.40 kN 65.60 65.60 25,60 @x=6.66 m -58.40 O 170.9 kN-m O 118.8 kN-m O 129.1 kN-m O 222.0 kN-m O 159.8 kN-m Units: kN
Use the graphical method to construct the bending-moment diagram and identify the magnitude of the largest moment (consider both positive and negative). The ground reactions and the shear-force diagram are provided. M = 13 kN-m Ay = 3.46 KN Dy Units: KN = 32.54 kN M 4 m 29.5 kN-m 43.3 kN-m 25.8 kN-m O 22.9 kN-m 31.48 kN-m B Ay 4 m 15 kN C Ay 4 m Ay-15 7 kN/m D 3 m 21 Ay-15 E X
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Leta = 5.2 ft, w = 235 Ib/ft, Mp = 7000 lb-ft, and P = 11001b. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. Mp Determine the bending moment acting at each of the following locations: (a) x = 5.2 ft (i.e., at point B) (b) x = 10.4 ft (i.e., at point C) (c) x = 15.6 – ft (i.e., just to the left of point D) (d) x = 15.6 + ft (i.e., just to the right of point D) (e) x = 20.8 ft (i.e., at point E) When entering your answers, use the bending moment sign convention.
Determine the bending moment M in the beam at the point located 0.70 m to the left of point D. The ground reactions and shear-force diagram are shown. 16.80 KN 16.80 Units: KN 2 m 22.01 kN-m 37.70 kN-m 27.44 kN-m 19.82 kN-m 24.98 kN-m 14.0 kN 16.80 2.80 2 m 42.0 KN 2.80 1m D 39.20 KN -39.20 -39.20
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Label all significant points on each diagram and identify the maximum moments along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams 20 KN 60 KN/m 20 KN/m 2m 2m 3m
Determine the shear force V in the beam at the point located 4.50 m to the left of point C. The ground reactions and shear-force diagram are shown. 65.60 kN Units: KN 40.0 KN 3 m B 65.60 65.60 25,60 -31.0 KN -26.9 KN -34.9 KN -28.4 KN O -17.3 kN 7.0 kN/m 12 m @x=6.66 m 58.40 KN -58.40
Draw the shear and moment diagram of the overhanging beam shown below. For this part, please show the necessary solutions using the long method, not the area moment method. Each correct line/curve with degrees equates to 1 pt. 4 kN/m В. 3 m 3 m
Construct the shear and moment diagrams for the loaded beam shown. After you have the diagrams, answer the questions. 1.2 kN/m W A Questions: Atx 1.1 m, V = W = w₁+kx² 1.9 kN/m 4.5 m x KN, M= i kN·m At x = 3.7 m, V = i KN, M= The absolute value of the maximum shear Vmax force is The absolute value of the maximum bending moment is Mmax i II kN·m KN x = r KN-m, x = r

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Determine the shear and moment as functions of x, and then draw the shear and moment diagram for the beam. Use the Equilibrium Method to establish the equations that describe the shear and moment diagrams. 15 kN/m A 30 kN/m 4.5 m 1.5 m B