5. A cantilever beam supports a 30KN point-load at position B and 25kN at position C. The beam is 10m long and x is the position along the beam from the free end at point C as shown in Figure Q5. 25KN 30KN to 6m 4m 10m Figure Q5. Draw the free body diagram of the beam, calculate the support reaction at point A and the bending moment MA. (a) (b) Calculate the shear-force and bending-moment as a function of x both between A and B and between B and C. (c) Draw the shear force and bending moment diagrams of the beam.

5. A cantilever beam supports a 30KN point-load at position B and 25kN at position C. The beam is 10m long and x is the position along the beam from the free end at point C as shown in Figure Q5. 25KN 30KN to 6m 4m 10m Figure Q5. Draw the free body diagram of the beam, calculate the support reaction at point A and the bending moment MA. (a) (b) Calculate the shear-force and bending-moment as a function of x both between A and B and between B and C. (c) Draw the shear force and bending moment diagrams of the beam.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Reactions have been calculated for the beam AB shown in the figure. The shear force at location X (4m to the right of A) is most nearly equal to 6kN 3kN/m A i B VA = 8.4kN Vg = 9.6kN 4m 2m 4m 2m 2m
The beam is supported by a pin at B and a roller at D. The applied loads shown in the figure have 180 lb/ft, and M = 2200 ft-lb. Draw the shear force and bending moment diagrams (in your homework documentation) and determine the equations for V(x) and M(x). 0 at point A at the left magnitudes F1 = 630 lb, F2 = 800 lb, w = %3D Also enter the support reactions as an intermediate check on your work. Take x edge of the beam. 2013 Michael Swanbom 1F, BY NC SA F2 M a Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value а 5.80 ft 12.2 ft 4.64 ft Support Reactions The reaction at B is lb. The reaction at D is lb. Shear Force and Bending Moment Equations In section AB: V(x)= lb and M(x)=| lb-ft. In section BC: V(x)= lb and M(x)=| lb-ft. In section CD: V(x)= lb and M(x)= lb-ft.
The 480-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the support point O. The x-y plane is vertical. Positive values are to the right, up, and counterclockwise. y 39 4.3 kN 23 kN-m A B - - C 2.6 kN + 1.2 m 2.0 m 2.0 m Answers: Ox = i kN i kN Mo = i kN-m
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
A load P is supported by a structure consisting of rigid bar ABC, two identical solid bronze [E = 15,000 ksi] rods, and a solid steel [E = 30,000 ksi] rod, as shown. The bronze rods (1) each have a diameter of 0.500 in. and they are symmetrically positioned relative to the center rod (2) and the applied load P. Steel rod (2) has a diameter of 0.360 in. If all bars are unstressed before the load P is applied, determine the normal force in steel rod (2) after a load of P = 36 kips is applied.
A1
For the pin jointed truss ABCD structure shown in Figure Q1, compute the reactions and the forces of the members using Flexibility Method. Assume E = 200KN/mm and A for all the members are 1200mm'. 40kN B. 30 3m 4m Figure Q1
X = 193 Y = 93 A = 2 B = 7 C= 9
Question 4(a) The uniform bar shown in Figure 4 weighs 428 N. It is supported by a pin at A and a cable that runs around the pulley, D. It is subjected to a uniformly distributed load of 17.7 N/m and 12.5 Nm clockwise moment at E. Beam is in equilibrium position as shown in the Figure. Take a = 0.41 m and b = 2.5 m. Determine the tension in the cable and the reaction force at A, both in Newtons. w N/m 75° A ▼▼ ▼ ▼ 12.5 Nm B E 1 m 0.5 m m b Figure 4 Question 4(b) Find a truss from your neighborhood where you can take a photo safely. It does not have to be taken from the perfect angle and as long as we can see the complete truss that is good enough. One photo would be ideal but upto 3 photos can be used. Include these photos in your solutions for this question and based on these photos draw this 2D truss (exact dimensions are not required) with the supports too. Comment on the possible loads and their locations that may be applied to the truss. Discuss the assumptions that you have to…
Find the reaction of each support using MDM. Draw the Shear and Bending moment diagram of the beam shown. EI is constant.
Situation 46 Considering the frame shown in figure below, E = 200 GPa, 1 = 2x 10⁹ mm4. The frame is fixed supported at point A and roller support at point C. a. Determine the vertical reaction at support A. b. Determine the horizontal reaction at support A. 20 KN 3m 3 m B A 8 kN/m 9m C
Show solution with detailed Free body diagram/drawings.