For the simply supported beam shown in Figure 5, calculate the reactions atsupports.A8 kN5 kN/m3 kN/mB>A2 m+1m1m 4Figure 51 m1 mB For the simply supported beam shown in Figure 5, calculate the Axial Force (N) atthe sections along the beam you would find appropriate, and plot thecorresponding Axial Force (N) diagram for the beam.9 For the simply supported beam shown in Figure 5, calculate the Shear Force (V) atthe sections along the beam you would find appropriate.0 Plot the Shear Force (V) diagram for the beam by using the results obtained at Q19above.ported beam shown in Figure 5, calculate the Bending Moment

Step 1: Support Reactions Step 2: Q18 Step 3: Q19 - Calculation of Shear Diagram in Q20 Step 4:…

Answered: For the simply supported beam shown in…

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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For the beam shown in the figure: 1. Which of the following most nearly gives the moment reaction at the fixed support? a. 35 kN-m b. 45 kN-m c. 70 kN-m d. 82 kN-m 2. Which of the following most nearly gives the maximum shear? a. 25 kN b. 50 kN c. 40 kN d. 60 kN 3. Which of the following most nearly gives the maximum positive bending moment? a. 8.25 kN-m b. 10.12 kN-m c. 13.3 kN-m d. 15.45 kN-m
The steel rod is fixed to the side at ‘A’, and before it is loaded, there is a gap of 0.15-mm between the side at ‘D’ and the other end of the rod at ‘C’ as shown in the figure below. Determine the support reactions at ‘A’ and ‘D’ if the rod is subjected to an axial force, ? = 200-??. Take ??? = 200-???.
2. A 7-meter simple beam has one of its supports at the left end and the other is placed 3m from the right end carrying a triangular load of 0 to 18kN/m that varies 0 kN/m at the left support and terminates with 18 kN/m at the second support. Exactly at the free end, the beam is also carrying a concentrated load of 20 kN. What is the reaction at the right support of the beam?
For the beam shown, determine the reaction at the roller support when w0 = 6 kips/ft.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=12 ft, b=5 ft and w = 7.5 kips/ft. Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) Determine the shear force acting at each of the following locations:(a) x = 0+ ft (i.e., just to the right of support A)(b) x = 12 ft(c) x = 15.333333333333 ftWhen entering your answers, use the shear force sign convention. The shear-force diagram crosses the V = 0 axis between points A and B. Determine the location x where V = 0 kips. Determine the maximum bending moment that acts anywhere in the beam. When entering your answer, use the bending moment sign convention. Use the graphical method to determine the bending moment acting at each of the following locations:(a) x = 5.2 ft(b) x = 12 ft(c) x…
Determine the reactions at the supports and draw the bending moment diagram for the following structures. (Ans : θB =16.388/EI, θC =-2.444/EI, Δ=82.819/EI, Ax= - 11.555kN, Ay=17.028kN, MAB=-31.443kNm, Dx=-14.445kN, Dy=30.972kN, MDC=-30.379kNm)
A beam is loaded as shown in the given figure. 1. Which of the ff. gives the reaction R? a. 43 kN b. 46 kN c. 40 kN d. 48 kN 2. Which of the ff. gives the max. shear? a. 46 kN b. 43 kN c. 48 kN d. 40 kN 3. Which of the ff. gives the max. moment? a. 60 kN·m b. 70 kN·m c. 65 kN·m d. 66 kN·m
The frame has dimensions H1 = 4 m , H2 = 3 m , and L1 = 6 m , and supports two lateral loads P1 = 10 kN and P2 = 12 kN . The area of column AE is 40 cm2 and the area of column BF is 80 cm2 . Gy = 13.3 kN Ax = 11.0 kN a) What is the horizontal reaction from the ground on the base of the column at B? Let a positive reaction be pointing to the left. Bx = ?
The beam shown in figure carries a triangular load of 12kN per meter at A to zero at B and a concentrated load 20kN at C. 1. Which of the following most nearly gives the reaction at B in kN? a. 38.67 b. 22.53 c. 17.33 d. 12.54 2. Which of the following most nearly gives the maximum positive moment in kN-meter? a. 13.78 b. 18.65 c. 26.51 d. 10.62 3. Which of the following most nearly gives the distance of the point of inflection from A in meters? a. 3.62 m b. 2.24 m c. 4.51 m d. 1.86 m
For the beam loaded as shown. 1. Which of the following most nearly gives the reaction at the pinned support in Newton? a. 375 b. 469 c. 290 d. 531 2. Which of the following most nearly gives the maximum shear, in Newton? a. 531 b. 469 c. 375 d. 290 3. Which of the following most nearly gives the maximum moment in Newton- meter? a. 1020 b. 1860 c. 2900 d. 3300
3. A 7-meter simple beam has one of its supports at the left end and the other is placed 3m from the right end carrying a triangular load of 0 to 18kN/m that varies 0 kN/m at the left support and terminates with 18 kN/m at the second support. Exactly at the free end, the beam is also carrying a concentrated load of 20 kN. What is the maximum negative moment in the beam?
10m beam is loaded with point load P1 = 100N at 2m from the fixed end support. A distributed load (W1) was also imposed with a magnitude of 100 N/m as shown. The beam is supported by a pin and a roller at locations specified in the free body diagram. what are the reactions in A and B at what distance will the shear be equal to ZERO between A and B what the computed maximum positive bending moment? Note: counterclockwise moment on the righthand side of the beam element be positive

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