Answered: 100 30 200 10* 100 300 50 200 120 12"…

100 30 200 10* 100 300 50 200 120 12" 6' FIG. P 2-17 FIG. P 2-18 2-18. Determine the resultant of the parallel, coplanar force system shown in Fig. P 2-18 and locate it with respect to point A.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter16: Moment-distribution Method

Section: Chapter Questions

Problem 21P

See similar textbooks

Related questions

Q: Example(1): prove that the force in fig(1 ) in Equilibrium state. F, =90N F2 =55N Fay Far 60° 45° Fx…

A: Using equilibrium equations

Q: Q2: The beam loaded shown in Fig.(2) in equilibrium state:- A/ Draw (F.B.D) for the beam.. B /…

Q: Activity 2. The tripod shown supports a load P = 1500 N. Compute the force in each leg of the…

A: Using Tension Coefficient Method, The coefficients of points A,B,C and D are determined as follows:…

Q: 50 kN/m A 5 m 3 m I E = 200 GPa I = 1000 (10°) mm4 FIG. P16.5

Q: Calculate the support reactions in the continuous beam shown in Fig. P.16.30 using the moment…

A: Data Given: The span length AB=12 m The span length BC=24 m The span length CD=5 m Asked: Support…

Q: 3. A simply supported beam AB of span 6 m is loaded as shown in Fig. 12.14. 2 kN 5 kN 2 kN/m 2 kN/m…

Q: Determine the resultant of the coplanar force system shown in (FIG. Q1) and locate it with respect…

Q: 200lb -11. The 200-lb force of Fig. P1-11 acts on the ox B. Resolve the force into two components,…

Q: Q2: The beam loaded shown in Fig.(2) in ~uilibrium state:- A/ Draw (F.B.D) for the beam. B /…

Q: 400 kN C 3ml E 500 kN 5m!

A: To find reaction at A and D and force in member BE

Q: II. Determine the reaction forces at A and B. Follow sign convention. 25KN 8KN/m Sign Convention +…

A: Given- To find- Reaction at A and B.

Q: RAY RB Exercise 3 Compute the reactions for the beams. 4kN 12 kn 3kN /m 6 kN 4 2.5 kN/m 1.5 3 3 m B…

Q: Activity 2. The tripod shown supports a load P = 1500 N. Compute the force in each leg of the…

Q: Determine the magnitude of the pin reaction at A, assuming the weight of bar ABC to be negligible.

A: Given information:Given supports are as follows.

Q: . A beam AB 8.5 m long is hinged at A and supported on rollers over a smooth surface inclined at 30°…

Q: *1.73 Resolve the force F=20i + 30j + 50k lb into two components-one perpendicular to plane ABC and…

A: The given figure is shown below:

Q: *1.38 To move the oil drum, the resultant of the three forces shown must have a magnitude of 500 N.…

A: Given, R= 500 N

Q: Q 30/Determine the forces in members FH, EH, EG, LM, MK and LK. 60 kN 4m 120 kN 120 kN 120 kN 120…

Q: THEORY OF STRUCTURES Using the Portal method of analysis , determine the vertical reactions at the…

Q: 2-17. The 150-lb force of Fig. P2-17 is the resultant of the two forces shown and the couple and two…

Q: Q 30/Determine the forces in members FH, EH, EG, LM, MK and LK. 120 kN 120 kN 4m 120 kN 120 kN. 4m…

Q: Ex) Determine the resultant moment of the four forces acting on the rod shown in Fig. 4-5 about…

Q: C- In Fig.C , Resolve the 100N force into components along the u and v axes, and determine the…

Q: 400 60 607 FIG. P 1-8 1-8. Determine a pair of components of the 400-lb force in Fig. P 1-8 whore…

A: Given that:

Q: Q: The resultant of the force system shown in Fig. (1) is a couple 291.2 Counterclockwise. Determine…

Q: Problem 1. Determine the hinge reactions (in kN) at point B for the beam shown. 100 KN/m 60 KN/m AB…

A: The length of beam = 10mThe beam is simply supported with hinge at left end and roller at right…

Q: Problem#4 Determine the components of the reactions at E (Ey) and F (Fx and Fy). 3 ft 3 ft 3 ft F…

A: Free Body Diagram of the given problem:

Q: For the building frame shown in Fig. P14.20, determine the arrangements of a uniformly distributed…

A: According to our positive beam symbol convention, a positive bending moment makes the beam concave…

Q: 6° Tso0 FiG. P 1-10 1-10. Resolve the 300-lb force acting on body OBC in Fig. P 1-10 into two…

A: First of all, we have to calculate the support reaction, After then resolve the force acting at C in…

Q: Q: The resultant of the force system shown in Fig. (1) is a couple 291.2 Counterclockwise. Determine…

Q: 2. Shear and Moment Diagram: 1200 lb 400 lb/ft The 6000 lb-ft B D. 4 ft 4 ft 6 ft Point of Zero…

Q: Problem 2. Determine the horizontal and vertical components of the pin reaction at (B) on ABC for…

Q: Q1/ Determine the resultant of the force system shown in Fig.Q1 120N 25ON 60 30 Fig.Q1 10ON

Q: Q4/ For the force system shown in Fig. (1), find the forces F1 & F2 (Using Vectors) Fig. (1)

Q: Q5:For the force system shown in Fig .(5): A: Draw (F.B.D) for the force systen.. F=600N B:…

Q: Calculate the reactions at points A and B for the beam shown below. 10 k Ans: R=3.33K + I k/n…

Q: Q: The resultant of the force system shown in Fig. (1) is a couple 291.2 Counterclockwise. Determine…

Q: Analyze the beam shown in Fig. using the Influence Line method. The beam is subjected to a series of…

A: Influence line diagram:

Q: 400 C 60 607 8. FIG. P 1-8 1-8. Determine a pair of components of the 400-lb force in Fig. P 1-8…

A: Given Force system

Q: 34 2-7. Determine the reultant of the coplanar force system in Fig. P2-7. RESULTANTS OF FORCE…

A: As per guidelines we are supposed to answer very first question so please post rest questions again

Q: Practice Problem 4.4.10: For the frame shown, determine the magnitude of the pin reaction at B.…

A: Given-A framed structure carrying Uniformly Varying load of magnitude 12kN/m and 15kN/m. Required-…

Q: Q: The resultant of the force system shown in Fig. (1) is a couple 291.2 Counterclockwise. Determine…

Q: 100 60 200 50 100 200 400 300 40 120 12 FIG. P 2-17 6' 2-18. Determine the resultant of the…

A: To find resultant

Q: the Magnitude of the moments MA, Mx, My Mz and MAc produced by the force F. Fc 20 m 8 m 12 m 12 m 18…

A: The given data is shown below:

Q: A two-story frame is subjected to the loading shown in Fig. 10.16(a). Determine the symmetric and…

A: Frames are generally used in the section where the transferred load distribution is provided like in…

Q: Q: Determine the resultant of the force system shown in Fig. (1) and locate it with respect to point…

A: Resolving forces in horizontal and vertical direction In vertical…

Q: For each system of coplanar forces, determine the magnitude and direction of the resultant F₁ = 300…

Q: 1-7. (a) Can two forces which are the components of the 200-lb force in Fig. P1-7 intersect at B?…

A: To find x and y components of force

Q: What is the magnitude of the resultant force of the two collincar vectors in Fig. 2.3 below? 100 N…

Concept explainers

Moments

There are various practical applications of the concept of moments, like a rotation of the crank due to linear motion of the piston, the moment of inertia and its use in designing beams and columns, bending moment concept, torque, twisting moment, etc.

Question

60
100
60
30
200
10
50
100s
2000
400
300
120
VA
12"
FIG. P 2-17
6'
2-18. Determine the resultant of the parallel, coplanar force system shown in
Fig. P 2-18 and locate it with respect to point A.
FIG. P 2-18

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 by step

Solved in 2 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

How do you get the reactions of both supports (Show solutions) Location: 0 (m), Force Reaction = -65.2387 (kN)Location: 3.6 (m), Force Reaction = -105.7613 (kN)Location: 3.6 (m), Moment Reaction = 82.8406 (kN-m)
Determine the absolute maximum shear in a 15-m-long simply supported beam due to the series of three moving concentrated loads shown in Fig. P9.13.
From the figure shown(i) determine the reaction at DChoices:123.44 KN879.55 KN283.33 KN116.66 KN(ii) determine the reaction at AChoices:116.66 KN283.33 KN879.55 KN123.44 KN(iii) Determine the force in member BEChoices:123.44 KN879.55 KN116.66 KN283.33 KN
For the frame and loadings shown P=2240 KN, and F=1120 magnitude of verticalreaction at E magnitude of verticalreaction at A magnitude of verticalreaction at C
1. What is the support reaction at point A, RA? 15.0 KN 20.0 KN 17.0 KN 28.0 KN 2. What is the support reaction at point B, RB? 44.667 KN 40.0 KN 48.833 KN 33.667 KN 3. What is the support reaction at point C, RC? 20.333 KN 20.0 KN 14.167 KN 18.333 KN 4. For item #3. What is the moment due to the reaction force at point A? 350.0 KN-m 612.5 KN-m 200.0 KN-m 700.0 KN-m 5. For item #4. What is the moment due to the adjusted line load? –306.25 KN-m –100.0 KN-m –625.0 KN-m –98.875 KN-m
The resultant of the three concurrent forces acting on the eyebolt is the force R = 1000 kN along the positive y-axis. a. Determine the angle ɵ that specifies the direction of the 900kN force.b. Determine the magnitude of the force P.c. If the magnitude of P = 200 kN, what is the value of angle ɵ
Determine the reactions of the given statically indeterminate beam. L = 8 meters P = 10 kN (located @ midspan) w = 5 kN/m E = 200 GPa A = H250 x B150 mm beam
Determine the reactions and draw the shear and bending moment diagrams for the beams shown by using the slope deflection method. PLEASE REFER TO FIG. P16.3
The beam shown in Figure P12.46 is subjected to a moving concentrated load of 80 kN. Construct the en- velope of both maximum positive and negative moments for the beam.
3a .Calculate the negative moment - Mc and Ma with the 3-moment equation! answer-Mc = -20 k.Nm Ma = -29 k.Nm3b. Calculate the storage reactions in A, B and C! answer-A = 12.75k.N, B = 58.75k.N, C = 48.5k.N3c. Calculate the maximum field moments Mab and Mbc and sketch the M-diagram for the entire beam!answer-Mab = 8.13 k.Nm Mbc = 20.61 kNm
Shear and Moment Diagram. Maximum shear moment
Determine the moment of the force with respect to point A for each of the systems shown in fig . P1-26. The 100-Ib force of Fig. P1-26a id vertical and passes through the center of the rec-tangle