show the Computations for the Shear Force Diagram and Bending Moment Diagram. 0.2 m+0.5 m-0.2 m1 m+ 0.5 m -240 kN/m240 kN/mLoad Diagram...20 kN20 kNCrossSection.3.:-20 kN-20 kN.3....Shear Diagram.3...6 kN -m5 kN-m 5 kN-m6 KN-m5 kN-m 5 kN-mMoment Diagram

Answered: 0.2 m +0.5 m- 0.2 m + 0.5 m - 1 m 240…

0.2 m +0.5 m- 0.2 m + 0.5 m - 1 m 240 kN/m 240 kN/m ... ... Load Diagram Cross 20 kN 20 kN; Section %3D -20 kN -20 kN %3D Shear Diagram ... 6 kN m 5 kN-m 5 kN-m 6 KN m 5 kN-m 5 kN-m Moment Diagram

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

Draw the shear and moment diagrams, then anwer the questions. The distance x is measured from point A to the right. 480 lb/ft 2.8 2.8'- Questions: At x = 0.9 ft, V = At x = 4.1 ft, V = B lb, lb, M = M = lb-ft lb-ft
*also draw the moment and shear diagram
Draw the normal force, shear force and bending moment diagrams for the shown figure.
Draw the shear and moment diagrams for the beam shown. After you have the diagrams, answer the questions. The distance x is measured from point A to the right. 300 lb/ft 7.2₁4.0' Questions: At x = 2.8ft, V = At x = 8.5ft, V= i i lbM = lbM = i i
For the beam shown, the magnitude of the distributed load is wo = 11.8 kN/m and the beam length is L = 8.0 m. (a) derive equations for the shear force Vand the bending moment M for any location in the beam. Place the origin at point A. (b) use the derived functions to plot the shear-force and bending-moment diagrams for the beam. Use your diagrams to determine the maximum shear force and maximum bending moment. 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. Wo A B L Answer: Vmax = kN Mmax = kN-m
Find all member forces (Hand written and clean writing please )
Learning Goal: A beam with length L = 2.9 m is supported by a pin joint at A and a cable attached at C as shown in (Figure 1). It is subjected to the distributed load with w₁ =1.7 kN/m and w₂ = 2.1 kN/m. The angle between the cable and the beam is 0 = 35°. Determine the normal force, shear force, and bending moment acting at point B, located x = 0.6 m to the left of the end of the beam. D Wi W2 C B L Begin by finding the support reactions for the beam using the free-body diagram shown in (Figure 2). What is the tension in the cable? Express your answer to three significant figures with appropriate units What is the horizontal reaction force at A? Assume the forces acts in the direction shown, and use an appropriate sign. Express your answer to three significant figures with appropriate units. What is the vertical reaction force at A? Express your answer to three significant figures with appropriate units. Now calculate the internal loading at point B using the free-body diagram of…
Solve the problem and answer the questions that follow. - If the supports were swapped such that the left support were a roller and the right support a pin, how would your solution change? - If the value of “w” were doubled, what would be the bending moment at the left most point of the beam?
Draw the shear force and bending moment diagrams for the beam shown in the figure below. 80 kip 3 kip/ft B 75 ft 50 ft 75 ft 225 ft 125 ft A = 103 kip B, = 408 kip Cy = 840 kip Dy = 15 kip
Solve the magnitude and position of the missing force, make sure to do it in step by step manner and make sure to illustrate properly For the given beam shown. There are three forces acting on the beam and the third force is missing, if the resultant of these three vertical forces is 13.6 N acting up at 3 meters to the right of A. Determine the magnitude and position of the missing force.
1 ft 3 ft B 3 ft 3 ft (-9002 + 800f + 1000k) Ib.ft 6 ft 3 ft E (-300î – 400ĵ + 100k) Ibs The applied force at point E and the applied couple moment at point D are shown in the figure. Complete/calculate the following: (Where applicable, express the results as the (x, y, z) components of a Cartesian vector) 1. Draw the free-body diagram (FBD), showing the appropriate reaction forces and/or moments at the supports. (You must show the reactions in their component form i.e. show RAx, MRAX etc. on the FBD). Note: The support at point A is not able to resist a moment about the 'X' axis but is able to resist a force in this direction. 2. The unit vector ÅBc 3. The position vector Tɛ/a 4. The position vector īB/a