9 -For the given beam, the shear force diagram is illustrated as follows. Determine the maximum value ofthe bending moment.6 KN/m|20 AN4 KN/mATom3.0 m1.0m J4,0 m26.78 KN29.78 kN8,78 kN5.78 KNEBD14.22 KN30.22 kNX= 5а)78 kN.mb)48 kN.mc)98 kN.md)89 kN.mе)62 kN.m

For the given beanm, the shear force diagram is illustrated as follows. Determine the maximum value of the bending moment. 6KN/m 20 AN 4 KN/m 3.0m Lom 4.0m 26.78 KN 29.78 AN 8.78 AN n5.78 KN C D 14.22 KN 30.22 kN X=5 a) 78 kN.m 5) O 48 kN.m 98 kN.m 89 kN.m 62 kN.m

For the given beanm, the shear force diagram is illustrated as follows. Determine the maximum value of the bending moment. 6KN/m 20 AN 4 KN/m 3.0m Lom 4.0m 26.78 KN 29.78 AN 8.78 AN n5.78 KN C D 14.22 KN 30.22 kN X=5 a) 78 kN.m 5) O 48 kN.m 98 kN.m 89 kN.m 62 kN.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

Related questions

Q: 1. Determine the shear force and bending moment at point C. 10 kN/m 50 kN-m Do ++1.5m – 3m +1.5m

Q: Refer to the beam shown below. P = 85.50KN 75 P (kN) 60 kN/m kN/m 2m 1m 3m 3m 90 kN.m A B C D E a)…

A: As simply support beam is given and no inclined and horizontal load is acting on beam so, only…

Q: 1. Calculate the nomal force; shear force and bending moment of following over hang beam 3 kN 3 kN 6…

Q: Draw the shear and bending moment diagrams for the reinforced concrete footing subjected to the…

A: Draw the free body diagram of the footing: Calculate the shear force at various locations:…

Q: q (kN/m) P (kN) M (kN.m) LI (m) L2 (m) LI (m) Şekil 1

Q: Problem 12.2: Calculate and draw the shear and moment diagrams for the loading shown in the figure…

A: Step 1

Q: For the beam shown with the shear force diagram as shown. The Bending Moment at C is: 60 kN 50 kN B…

A: Given Data: It is given a simply supported beam with loading conditions and also Shear force…

Q: 5 kN 2 kN 3 kN 4 kN 25 kN/m 25 kN/m 10 kN/m A F 2 m 2 m 2 m ! 1m | 1 m

A: Finding out bending moment and shear force diagram.

Q: 1. Determine the shear force and bending moment at point C. 10 kN/m 50 kN-m B. 3m +1. 5m 1.5m

A: To find shear force and bending moment at point C

Q: 1) Draw the bending moment and shear force diagrams for the given GERBER beam. 80 kN 20 kN/m 100 kN…

Q: M(KN-m) 1,575 Draw the load and the shear force diagrams that correspond to the given bending moment…

Q: (a) Derive the shear force and bending moment equations for the overhang beam. (b) Draw the shear…

Q: 42 kN 48 kN 3.6 kN/m hinge 250 kN•m B CDE 3.5m 4.5m 2m 3m 6.5m 1.Sm 1.5m Figure 5 a. Draw the…

A: The bending moment is equal to the vertical sum of all the forces is defined as equal to the…

Q: Without drawing the Shear and Moment Diagram, determine: a. The shear at 4 m from the free end. b.…

Q: B 3 m 1.5 m A. Draw the shear force and the bending moment diagrams, V and M for the simply…

A: Given angle = 60 deg UDl = 12kn/m

Q: 5KN/m

Q: B 3 m 1.5 m A. Draw the shear force and the bending moment diagrams, V and M for the simply…

Q: 2 kN/m Draw the shear force and bending moment diagram for the figure shown. B 6 m 3 m -- 3 m

Q: Using area method. From the figure shown, 10 kN/m 10 kN/m 5 kKN/m B -3.0m- 12.0m- Figure 4 a. Draw…

A: ∑FX=0 HA=0 ∑FY=0 RA+RB=5×3+12×3×5+12×12×10....1 ∑MA=0…

Q: roblem III. Refer to the beam shown below. 99 kN P (kN) kN/m 75 60 kN/m 3m 90 kN.m 2m 1m 3m A в с E…

A: Given, the above is simply supported having a length of 9m the beam is loaded with combinations of…

Q: OMENT(M) AND SKETCH THE SHEAR FORCE AND BENDING MOMENT DIAGRAMS. NEGLECT THE WEIGHT OF THE BEAM. 3.)…

Q: 71.17 kN (rear axle) | 17.79 kN (front axle) 4.27 m B 5 m 5 m 5 m For a truck travelling in the…

Q: Draw the bending moment and shear force diagram for the beam in figure 1. 4 kN M = 2 kN-m B 2 m 2 m…

Q: P kN B w W kN/m 12 m A 5 m - 5 m Draw the shear, moment and axial force diagrams of the given frame.…

Q: 3 - For the given beam, the shear force diagram is illustrated as follows. Determine the maximum…

A: We know that, the point where Shear force changes its sign, Bending moment is maximum at that point.…

Q: 20 kN/m 80 kN/m A D В C 3 m 1 m 1 m Construct the shear force and bending moment diagrams for the…

A: To draw the shear force and bending moment diagram

Q: Calculate the shear force and bending moment value with diagram 48 kN A В 16 kN/m 72 kNm D C 2 m 5 m…

A: ΣMD=0 ⇒ RBx6+72=48x8 + 16x6x3 ⇒RB=100 KNΣFY=0 ⇒RD+100=48+16x6 ⇒RD=44 KN

Q: Problem II. Refer to the beam shown below. Given: 18 q (kN/m) Given: 81 P (kN) 9 (kN/m) P (kN) A B C…

Q: 70 kN/m y 25 kN/m A В C D 2.5 m 4.0 m 1.5 m

Q: For the following beam: Use w. = 10 kN/m and L = 6m Wo L/2 4/2 R2 R1 Compute for the magnitude of…

A: Structure is symmetrical and loading is also symmetrical. Maximum bending moment is occurs where…

Q: 4. For the given moment diagram, draw the shear and actual load (indicate the reactions) diagrams.…

Q: Use the graphical method to construct the bending-moment diagram and identify the magnitude of the…

A: Consider the given figure. The vertical reaction at A is Ay=3.29 kN. The vertical reaction at D is…

Q: 10 kN/m 0.6 m 2.0 m 0.8 m 2.0 m

Q: From the Figure, Determine the following: 80 kN/m 20 KN/m 10 kN A -3 m 4m a. Reactions at the…

Q: Draw the shear force-bending moment diagram. 30 N 10 N 10 N/m В C D 1 m 1 m 1 m 3 m

Q: Draw the shear and moment diagram of the following structures. 1. 6 kN/m 5 kN/m 4 kN/m C D E 1.0 m.…

Q: Given: Maximum positive shear = 387.50 kN Maximum negative shear = 602.50 kN Maximum positive…

Q: Draw the shear and moment diagram. Determine the maximum shear and maximum mornent. P - 5 KN, W -2.5…

Q: For the beam and loading shown, (a) draw the shear and bending moment diagrams, (b) determine the…

Q: Use the graphical method to construct the bending-moment diagram and identify the magnitude of the…

Q: A simply supported beam of span 2.5 m is subjected to a uniformly distributed load and a clockwise…

Q: P (kN) kN/m 75 60 kN/m 2m 1m 3m 3m 90 kN.m A C E a) Determine the support reactions. b) Calculate…

Q: Problem III. Refer to the beam shown below. Given: 81 P (kN) 75 P (kN) 60 kN/m kN/m 2m 1m 3m 3m 90…

Q: 75 kN 60 kN 35 kN/m A B 120 kN-m 2.5 m 3.5 m

A: A loaded beam is given and it has been asked to determine support reactions and to draw shear force…

Q: 9 kN/m 9 kN/m B.

A: Given data:

Q: Given: 40.5 P (kN) P (kN) 20 kN/m D E G t200m-+200 m- 3.00 m 2.00 m 1 m 2.00 m- 1 m a) Determine the…

Q: If the resultant force is required to act along the positive u axis and have a magnitude of 5 kN,…

A: Given data in question Point forces Angles Resultant value To find out Value of Fb Angle of Fb

Q: . Analyse the following frame and draw shear and bending moment diagrams. 4.3 kN 1.5 m 1.5 m 3.3…

A: Solution: As per the Diagram Reaction∑MA=03.3×3×32+6.8×1.5-3×Cy=025.05=3×CyCy=8.35…

Q: F1 = F2 = 60 kN A = 30 kN/m F1 F2 A 1.5 m 6 m 1.5 m R Calculate for the shear and moment at each…

Q: E7. Draw the shear force and bending moment diagram for the following frame. 17.5 kN/m C 110 kN 5 m…

A: The FBD of the frame is:

Question

9 -
For the given beam, the shear force diagram is illustrated as follows. Determine the maximum value of
the bending moment.
6 KN/m
|20 AN
4 KN/m
A
Tom
3.0 m
1.0m J
4,0 m
26.78 KN
29.78 kN
8,78 kN
5.78 KN
E
B
D
14.22 KN
30.22 kN
X= 5
а)
78 kN.m
b)
48 kN.m
c)
98 kN.m
d)
89 kN.m
е)
62 kN.m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Determine the shear value (kN) when x = 1.2m from the left side of the beam where: L = 5.9 m; Wo = 128 kN/m
For the beam and loading shown below (L = 2.4 m, E = 200 GPa, I = 1000 mm4 and w = 30 kN/m), find (a) TThe slope at point D.(b) The reaction force at end A
Draw the shear-force and bending-moment diagrams for the simply supported beam shown. Determine the bending moment 6.2 m to the right of point Aif W = 9.6 kN/m, T = 16.23 kNm, m = 8 m, and n = 3.9 m.
For the beam shown in figure below, draw the shear and moment diagrams: 1- Due to applied loads (without support settlement). 2- Due to support settlement of 60 mm downward at support B (without loads). Take the stiffness El as 12000 kN.m?. 50 kN SKN/m
Determine the magnitude of F so that the resultant couple moment acting on the beam is 1.5 kN.m clockwise ?
W=1317 kN/mUsing Three Moment Equation, determine all reactions at supports also, determine shear andbending moments with complete labels. Use 1= 1/12 bh^3 and E = 2.15x10^7 KPa
Determine the magnitude of F so that the resultantcouple moment is 12 kN ⋅ m, counterclockwise. Where onthe beam does the resultant couple moment act?
If M = 7.01 and w = 16.8, Determine the Shear Force at point B of the Beam shown.
M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5kips/ft is distributed along the length of the beam which is 22 ft. If the1.5kips/ft uniformly distributed load will be transformed into a singularconcentrated load, what will be the magnitude of Moment taken at pointA? What is the equivalent singular Resultant force of the loads shown?Determine the location of the resultant R from point A.
Five forces are applied to the beam trolley as shown. Determine the y-coordinate of the point on the y-axis through which the stand-alone resultant R must pass if F = 4.5 kN and θ = 20°. Point O is at the center of the I-beam.
Draw the shear-force and bending-moment diagram for the beam shown. Assume the upward reaction provided by the ground to be uniformly distributed. Let a = 4.8 ft, b = 3.5 ft, P = 30 kips, and w = 2.1 kips/ft. Label all significant points on each diagram. Determine the maximum value of (a) the internal shear force and (b) the internal 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.
Draw the shear-force and bending-moment diagram for the beam shown. Assume the upward reaction provided by the ground to be uniformly distributed. Let a = 4.4 ft, b = 3.5 ft, P = 30 kips, and w = 1.2 kips/ft. Label all significant points on each diagram. Determine the maximum value of (a) the internal shear force and (b) the internal 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.