resultant of the three forces is the force R=-220j kN acting throughpoint B. Determine P1, P2, and P3. 2.The resultant of the three force R = -220j kN actingthrough point B. Determine P₁, P2, and P3. (3B2 m

Answered: 2. The resultant of the three force R =…

Engineering

Civil Engineering

2. The resultant of the three force R = -220j kN acting through point B. Determine P₁, P2, and P3. (3 2m 8 2m

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: Determine the force in member BC of the loaded truss. The force is positive if in tension, negative…

Q: A TI - 6 m B -20

Q: Q.2: Determine a the maximum bending moment at mid span b- the absolute maximum bending moment Crew…

Q: Determine the degree of indeterminacy and the bar force of member AD. All areas are equal and…

Q: Assume a 1.4 tt, 6-8.8 ft, c-17.6ft, w-1200 lbft, and P-2800 lb. By=[ a Determine the vertical…

A: Determine the support reactions Shear at B left Shear at B right Moment at C Shear at C left Shear…

Q: Determine the reaction at support B using Force method analysis. Assume support A is fixed and…

Q: Calculate the reaction force and moment at D. Forces are positive upwards and to the right. Moments…

A: Given cantilever beam with triangular and point load asked to calculate reaction force and moment at…

Q: 30 F2 = 300 N F1 = 250 N |3D 60° A 2 m -3 m- 4 m B F3 = 500 N Determine the moment of each of the…

Q: Q: Find reactions at C using Force Method. -EI=1000 tm2 in all members -Axial Force (N) and Shear…

A: Given : Required : Reaction at C using force method

Q: 4m C. L000 N 3m DE 3m F

Q: 12. Two forces can be replaced by an aquivalent force R acting at point B on the beam. Determine the…

A: Hi there! since you have asked multiple questions, we will solve the first question for you. If you…

Q: C F 2 m 2.5 m В 3 m A

Q: Solve the problem using Moment -Area Method Problem II. The midpoint B of the steel cantilever beam…

A: Draw the free body diagram

Q: B a D F

Q: A force P = 977 kN whose line of action passes through points A(1, 2, 3) and B(7, 8, 6). Determine…

A: Reference : Engineering Mechanics, Forces and components (Resultant), Cartesian Vector form. Given :…

Q: Find all member forces and reactions. Use P₁-18kN and P2=11kN. C P2 D P₁ 2 m B O 1.5 m

Q: Replace the loading on the frame by a single resultant force. Suppose that F = 600 N, a = 0.5 m, and…

A: Given ; F = 600 N a = 0.5 m and h = 1.1 m To Find : Where the line of action intersects a vertical…

Q: Determine the support reactions. Assume 2 and 3 are rollers and 1 is a pin. El is constant. om 15…

A: Step 1: Step 2: Step 3: Step 4:

Q: w2 w1 B Determine the shear force and bending moment in the beam. Use wl = 22 kN/m, w2 = 25 kN/m, a…

Q: E 90 С X D 31000 d 3 FB 4 B MA C A b a

Q: FORCE METHOD An overhang beam ABC is loaded as shown. Determine the reactions at the supports due to…

Q: 2. Determine the resultant moment about point A due to the shown forces. F₁ = 250 N 30% A -2 m -3 m-…

A: Given : To Find : Resultant moment about point A?

Q: Determine the reactions of the beam using Force Method Analysis. Set A is fixed, B is roller and w =…

Q: P + a + b

A: Force body diagram of given beam-Using method of consistent deformation (Force method) to analyze…

Q: Determine the reactions of the beam using Force Method Analysis. Set A is fixed, B is roller and w =…

A: Given- a cantilever beam fixed at end A and provided with roller support at B end. Required- Using…

Q: The cantilever beam carries a combination of a uniformly distributed load and a trapezoidal loading…

Q: FORCES A, B and C passes through the origin. A= 239 kN at 1,3,5) B = 124) KN at (6,-3, -5) (= 583 kN…

Q: A Aluminum L = 3 ft A = 0.75 in.² E = 10 x 106 psi 2ft 3 ft. с B Bronze L = 4 ft A = 0.25 in.² E =…

Q: Determine the reaction at support B using Force method analysis. Assume support A is fixed and…

Q: Determine the normal force at a section through point C. Take P = 11 kN. 0.75 0.1 m 0.5 m 0.75 C…

Q: 35° 35° 2.5 m 2,5 m tiskN 15 kN

A: Rod are rigidly Joined

Q: Using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. a=4.5 b=26…

Q: A continuous beam is shown below. Consider a constant EI, X = (A + B + 5) and Y = 2(C + D + 2).…

Q: The hoist supports a 175 kg engine. determine the magnitude of the force (in Newton) developed in…

Q: SHOW COMPLETE SOLUTION PLS VALUES: A= 5 B = 5 C = 1 Y = 25

Q: he two 4° wedges plumn under a load L. What is the least value mefficient of friction , for the…

Q: The beam is subjected to an internal moment of M = 140 kN.m. Determine the bending stress developed…

Q: A vertical steel bar ABC is pin-supported at its upper end and loaded by a force P1 at its lower…

A: Given:- P1 = 2.5 kip, P2 = 1 kip, and M = 25 kip-in. The modulus of elasticity is E = 29,000 ksi…

Q: Find the reaction forces at A and B

Q: Question: Determine the moment about point O. Use M = Fd

Q: 1. Determine the resultant internal loadings acting on the cross section at B of the pipe shown. End…

A: The rotating force torque is calculated because of the product of the force and also the moment of…

Q: The rigid beam is supported by three 25 mm diameter steel rods with E=200 Gpa. If the rigid beam…

Q: Determine the normal force at a section through point C. Take P = 11 kN.

A: Given that : P= 11 Kn To Find - A) Normal Force at point c B) Moment at c

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

resultant of the three forces is the force R=-220j kN acting through

point B. Determine P₁, P₂, and P₃.

2.
The resultant of the three force R = -220j kN acting
through point B. Determine P₁, P2, and P3. (3
B
2 m

Expert Solution

Step 1: Given question

Resultant of the three forces is the force R=-220j kN acting through point B. We have to find out the load P1, P2, and P3.

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

X=113 Y=13 A=8 B=2 C=7
Q1. Resolve the Force F = 600 N in to u and v components. 30° V 40° F = 600 N
The cantilever beam carries a combination of a uniformly distributed load and a trapezoidal loading as shown. Determine the maximumn moment in kN-m. Given: wi = 3 kN/m, w2 = 8 kN/m, a = 3 m, and b = 6 m. Neglect the mass of the beam. w2 kN/m w1 kN/m A BI am b m
2. Determine the force F to move the blocks A and B to the right. The two blocks are being connected by a frictionless pin at both ends of the strut.. u= 0.18 y= 25° a= 40° strut B A LL
Blocks D and E have a mass of 4 kg and 6 kg, respectively. If x = 2 m determine the force F and the sag s for equilibrium.
The cantilever beam carries a combination of a uniformly distributed load and a trapezoidal loading as shown. Determine the maximum moment in kN-m. Given: w1 = 5 kN/m, w2 = 6 kN/m, a = 2 m, and b = 4 m. Neglect the mass of the beam. w2 kN/m w1 kN/m B|I am bm A.
determine: a. internal axial force b. internal shear force c. bending moment (N-m) d. Internal Torque (N-m)
The beam AB has a moment of inertia I = 800(106)mm4, and rests on the smooth supports at its ends. A 50 mm in diameter post CD is placed at the center of the beam. If the temperature of the rod is increased by 100 °C, determine the force developed in the rod. The beam and rod are both made of steel for which E = 200 GPa and α = 11.7(10-6) /°C.
For P1 3 kN, P2 = 13 kN, what is the resultant axial normal force in section AB and section BC [kN]. Kindly draw FBD and solve
Determine the vertical displacement of joint C. B Cross-section of the truss C P The length of the truss AB, BC, AC, L, is 1,580 mm. The applied force at point C, P, is 55 kN. The diameter of the three trusses, D, is 26 mm. The elastic modulus of the three trusses, E, is 240 GPa.
Part I. Principle of Superposition. For the beam loaded as shown, it is required to determine the distribution of internal forces and moments on the beam. El is constant. The supports at B and C are rollers and D is pinned. 10 kN 3 kN/m 3 kN/m В A 3m 3m D 3m 4 kN 1. Determine the degree of indeterminacy of this beam. 2. Solve for all the support reactions. 3. Draw the shear and bending moment diagram for the beam.
Determine the force in member AC using stiffness method. Take A =0.75 in² and E =29 (10³) ksi.