Plot the shear and moment diagrams for the beam loaded with both the distributed load and the couple. Then answer the questions. 830 N/m 5.7 kN-m A B 1.9 m 3.4 m 1.9 m→ 1.9 m→ Questions: At x = 0.8 m, V = i N, M = i N-m At x = 4.2 m, V = i N, M = i N-m At x = 5.9 m, V = i N, M = i N-m At x = 8.1 m, V = i N, M = i N-m The maximum (absolute value) shear force in the beam is i N The maximum (absolute value) bending moment in the beam is i N-m

Plot the shear and moment diagrams for the beam loaded with both the distributed load and the couple. Then answer the questions. 830 N/m 5.7 kN-m A B 1.9 m 3.4 m 1.9 m→ 1.9 m→ Questions: At x = 0.8 m, V = i N, M = i N-m At x = 4.2 m, V = i N, M = i N-m At x = 5.9 m, V = i N, M = i N-m At x = 8.1 m, V = i N, M = i N-m The maximum (absolute value) shear force in the beam is i N The maximum (absolute value) bending moment in the beam is i N-m

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

A smooth sphere of weight Wis supported by a string fastened to a point C on sphere and point A on the smooth vertical wall. The sphere is in contact with the wall at point B as shown in figure. If the length of the string AC is equal to the radius of sphere, then sum of magnitude of tension (T) in the string and reaction (R) on the wall is. W. (Round off two decimal places). A B Wall String Sphere Length of string AC = Radius
Based on the figure shown, Determine: The plastic moment with bending about the vertical axis if Fy = 345 MPa. kN-m (rounded to the nearest whole number)
Q.2) (a) Calculate the support reactions of the loaded beam shown below. (b) Write equations for w(x), V(x) and M(x) of the beam using singularity functions. (c) Sketch the shear-force and bending moment diagrams for the beam for the beam using the Graphical method. Label the values of shear-force and bending-moment at all key points. 120N/m 300 N 300 N-m 200 N 100N/m Im B 4m C Im DIm E 4m 1m G 400 N¬m
An indeterminate beam carries different Solve the 2nd carry over moment of types of loads as shown in the figure. Using Moment Distribution Method (up to 4th distribution), solve the following: Let w = 295kN/m (NOTE: Put a negative sign if the moment is CCW otherwise don't put any sign at all. Don't also put any units. span BC. Solve the 3rd carry over moment of span св. Express ALL YOUR FINAL ANSWERS to at least 5decimal places) Solve the Moment at span BA. Sm Solve the Moment at span CD. Solve the distribution factor of member Св. Solve the Moment at span DC. Solve the distribution factor of member BA. Solve the Moment at 2nd distribution in span AB. Solve the 1st carry over moment of span АВ. Solve the Moment at 3rd distribution in span BC. Q
Loading system shown in Figure 4 is in equilibrium. Lengths of BC and AD are 5 m and 3 m respectively. The force 2 N at C acts along BC and force 5.8 N at C is normal to BC. Determine the following for the given loading system: (a). Sum of moments about A and, (b). Sum of moments about B. 10 N A 40⁰ 4N 58N D 5N 20 9.6 N Figure 4: Loading system с 2N
Draw the Normal Force (N), Shear Force (T) and Bending Moment (M) diagrams of the beam whose span and loading condition are given in the figure. H(t)2 M (tm)15 q1(t/m)16 q2(t/m) 19 P(ton)15 a(m)4
1-) Calculate the deflection and slope of the C point of the elastic curve for the loading condition given in the figure. Find it using the method of integration. 2-)For the loading case given in the figure, use the deflection and slope method of the point C for the moment Find it using.
PROBLEM 3. (30 PTS.) Use either the Portal Method or the Cantilever Method to approximate all the members' shear, moment and axial forces. Present your answer in the format presented by the SMA (for shear, moment and axial) in the figure below. 0.6P 8 M A P 3 M G D A 5 M 8m A H E B 5 M 8m A 1 F с 4m 4m P= 135kN
A continuous beam ABCD is loaded as shown. Determine the value of the end moments. EI =Constant. Slope deflection moment.
Loading system shown in Figure 4 is in equilibrium. Lengths of BC and AD are 5 m and 3 m respectively. The force 2 N at C acts along BC and force 5.8 N at C is normal to BC. Determine the following for the given loading system: (a). Sum of moments about A and, (b). Sum of moments about B. 10 N A 40⁰ 4N 58N D 5N 20 9.6 N Figure 4: Loading system с 2N
a) Calculate supportive reactions.b) Determine the shear equations, V(x), and the bending moment, M(x).c) Sketch the V and M diagrams for the beam. Consider H = 83.
Use three-moment equation (3ME)