1.8 m5.Determine the reactions at the supportAParabola900 N/m300 N/m6.Determine the reactions at the supports8KN/mHokalm1SOKN6oklm3M7.A light rod AD is supported by frictionless pegs at Band Cand rests against africtionless wall at A. A vertical 240-lb force is applied at D. Determine the reactions atA. [15]240lb 1. Determine the reactions at the supports80KN120KN1 30KN2m2. Determine the reactions at the support6KN/m18KN12kNm13KN/mIm3.This simply supported beam has a composite distribute load (rectangular andparabolic) of 42KN /m. Detemine the reaction forces.Sm4. For the beam below determine (a) the distance a for which wA =17 kN/m, (b) thecorresponding value of wB.24 kN30 kNa-0.6 mn0.3 mB1.8 m5.Determine the reactions at the supportAVertexParabola900 N/m300 N/m6m6.Determine the reactions at the supports8KN/mHokalm|5OKN6okalm3m7.A light rod AD is supported by frictionless pegs at Band Cand rests against africtionless wall at A. A vertical 240-lb force is applied at D. Determine the reactions atA. [15]

Answered: Image /qna-images/answer/f77d1391-4e1d-40e9-8eba-8fa6168a9667.jpg

Answered: A 5.Determine the reactions at the…

Engineering

Mechanical Engineering

A 5.Determine the reactions at the support Vertex Parabola 900 Nm 300 N/m .6m

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter5: Three-dimensional Equilibrium

Section: Chapter Questions

Problem 5.32P: Calculate the reaction at D for the structure described in Prob. 5.11.

See similar textbooks

Related questions

Q: Given the statically indeterminate system, determine the reactions (magnitude and direction) at A…

Q: Two reservours with different liquilds A (s.g 0.8) and B (s.g 1.5) are connected by a Im square…

Q: 0.3 m C B 1.5 m A 2 m 0.5 m Hello, given the following diagram can you help identify the components…

Q: Given the statically indeterminate system, determine the reactions (magnitude and direction) at A…

Q: P 3.6: Determine C/R for the system represented by Fig R + G. G, G4 H

Q: Find the reaction at C so that the reactions at A and B are equal. Also, Find X and find the…

Q: A) Determine the y component of reaction at A using scalar notation. B) Determine the x and y…

Q: a) Determine the reactions b) calculates the displacement at point B 40 mm 3 kN 4 m 2 m

A: In this question, firstly we calculate the support reaction at A and at C. draw the free body…

Q: 400 N/m 400 N/m 100 N 200 N ww

Q: Determine the reactions at A and B on the beam. 600 N 800 N 900 N-m 15 m

Q: Braw the free body diagram (F.B.D) and determine the reactions at points O and A of the system shown…

Q: Question 3 Find the smallest angle 0 for which a sufficiently large force P would cause the uniform…

A: For the given arrangement To determine the smallest value of θ for which P would cause the log to…

Q: 5k 4 D A B 3.

Q: dC = 3 m, determine (a) the reaction at A, (b) the reaction at E, (c) the distances dB and dD . P1=…

A: Given: P1=10 kN,P2=10 kN,P3=10 kN,

Q: Two reservours with different liquilds A (s.g 0.8) and B (s.g 1.5) are connected by a 1m square…

Q: 75 N/m Q3: Determine the reactions at A and B for the frame loaded shown in Figure. 5 m Sm 100 N/m.

A: Suppose P,Q,R and S is forced in members BD,AC respectively. Forces at point A be Ax and Ay Forces…

Q: 8) The reaction at point O along y-axis, a) 225 N,up b) 225 N, down c) 60 N, up d) 60 N, down c) 840…

Q: The moment reaction at point C equals to 600 N 900 N 1 m 1m 2 m A 800N-m 1.5 m

A: Problem is based on classical mechanics.

Q: A 85 kg baby elephant stands on a homogeneous beam of mass 210 kg. Find the reaction forces at…

A: The free-body diagram is shown below.

Q: 750 N 80 mm -170 mm- A B 125 mm C 75 mm

Q: Two reservours with different liquilds A (s.g 0.8) and B (s.g 1.5) are connected by a Im square…

Q: (4)Derive following relation between Cp and Cv using the method of Jacobians C, -C, = B*VT / K

A: First TdS Equation, TdS=CvdT+T(∂p∂T)VdV ....(1) Second TdS Equation, TdS=CpdT-T(∂V∂T)pdp ....(2)…

Q: 5.6 The metal plate shown is held in position by a pin con- nection at B and a roller at C. Find the…

A: A pin support will exert both horizontal and vertical components of reaction. The support B is pin…

Q: Solve for the reaction at the roller in a slot B and the resultant reaction at pin D (include…

Q: find the reaction at A,C

A: To find :- Reaction

Q: In the Figure 6, the reaction force in the x- direction at point B is (in kN):

A: Given data: Load acting (P) = 20 kN The angle θ can be measured by using the equilateral traiangle…

Q: 1.5 m B 1.5 m I m 2.5 m 3 m -- 1.5 1.5 m-1 mª| 3 m

A: given data: w=900N/m total weight=900*3=2700N

Q: 5) Use the method of sections to find the true magnitude and direction in bar DB of the truss. Hint(…

Q: A uniform rod AB of weight 100N is supported by a ball-and-socket joint at point A and cables…

Q: Q- Two radial 200 N and 500 N forces and tangential 700 N force are applied to shown system. If the…

A: Free body diagram for the given system: θ=tan-11.12θ=28.8o Resolving all forces in components:…

Q: 3. Determine the reactions at A and B 20 k 5 k/ft A 3 ft 6 ft

Q: 4. Determine the reactions at A and C 200 N/m 100 N/m 5 m 200 N/m 6 m

A: Given Structure To find The reaction at A and C

Q: A Beam is supported by a pin at A and cable BC at B. The vertical component of force reaction at pin…

A: Draw the free body diagram of the beam. θ=tan-11.52=36.87°

Q: Find the reactions for the followings 3 kN/m B A 3 m 2 kN/m 4 m C

Q: Situation 7 - Refer Figure shown. 18. Calculate the reaction at D, in kN. Answer: 52.5 kN 19.…

A: Given data: The load at point A is pA = 20 kN. The load at point E is pE = 10 kN. The distance…

Q: A uniform beam of length L = 13.6 meters and mass of 115.1 kg is pinned at one end and is being…

A: The mass of the beam is , M=115.1 kg The length of the beam is, L=13.5 m The mass of the person is,…

Q: determine the reactions in A and B in the structure below.

A: Given:-θ=30°AB=250mmBC=200mmTo find:-Reaction forces at A and B

Q: Use the force triangle method and law of sines to find the the reactions at C and D.

Q: The vertical component of support reaction at B ( in N) is 400 N/m 3 m -3 m

Q: a) Determine the reactions b) calculates the displacement at point B 40 mm C 3 kN 4 m 2 m

A: In this question, firstly, we calculate the support reaction at A and at C. Draw the free body…

Q: 10 kN B y 6 m 3 m D 3 m 60 kN

A: Consider horizontally forward & vertically upward force as (+)ve and horizontally backward &…

Q: (i) The reaction at the support 'A' = RA (in N): %3D %3D (ii) The reaction at the support 'B' = RB…

Q: Determine the reaction at A when B = 30°. - 280 mm A 180 mm 100 mm C ( 150 N 189 N 210 N 244 N 276 N

A: Answer: The reaction at A is 244 N. Therefore, the correct option is (C).

Q: Find the reactions at D and B..Take F1=150 * ,N,F2=75 N, F3=200N, M-17 N.m 45-85mm - 75 mm M. D 125…

Q: 4 kN Q3: Find the reactions for the following 5 kN/m 4 m

A: The hinge support at A gives the horizontal and vertical reaction and the roller support at C gives…

Q: The 13m uniform rod as shown below weighs 1020 N. Segment AB and BC is 6m long. The cable acts at a…

Q: A thin ring of mass 2 kg and radius r=140 mm is held against a frictionless wall by a 125-mm string…

A: Given Data: The mass of the thin ring is, m=2 kg. The radius of the ring is, r=140 mm. The length…

Q: F(4) 2k 3c o) Determine DoF b) obtain the equations of modion for the traikr (M)- compound…

Question

1.8 m
5.Determine the reactions at the support
A
Parabola
900 N/m
300 N/m
6.Determine the reactions at the supports
8KN/m
Hokalm
1SOKN
6oklm
3M
7.A light rod AD is supported by frictionless pegs at Band Cand rests against a
frictionless wall at A. A vertical 240-lb force is applied at D. Determine the reactions at
A. [15]
240lb

1. Determine the reactions at the supports
80KN
120KN
1 30KN
2m
2. Determine the reactions at the support
6KN/m
18KN
12kNm
13KN/m
Im
3.This simply supported beam has a composite distribute load (rectangular and
parabolic) of 42KN /m. Detemine the reaction forces.
Sm
4. For the beam below determine (a) the distance a for which wA =17 kN/m, (b) the
corresponding value of wB.
24 kN
30 kN
a-0.6 mn
0.3 m
B
1.8 m
5.Determine the reactions at the support
A
Vertex
Parabola
900 N/m
300 N/m
6m
6.Determine the reactions at the supports
8KN/m
Hokalm
|5OKN
6okalm
3m
7.A light rod AD is supported by frictionless pegs at Band Cand rests against a
frictionless wall at A. A vertical 240-lb force is applied at D. Determine the reactions at
A. [15]

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 2 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, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

The propped cantilever beam is a W150 x 1 steel section. Determine (a) the reaction at B; and (b) the displacement at A.
Determine the support reactions for the beam on the left if w=250N/m and L=6m don’t short cut steps
Determine the values of the reactions in the cantilever beam
The overhang beam below is supported by a pin support at A and a roller at B. The weight of the beam is 600 N/m. Draw the Free Body Diagram for this beam and apply the equilibrium equation to find the value of support reactions.
Considering the structure and loading shown in the figure below, determine the reaction module in A and E, when cos α = 3/5.
The distributed load is supported by a beam with a pin and a roller. Determine the reaction (magnitude and direction) on the supports (pin and roller).
Draw the influence lines for the vertical reactions at supports A and E and the reaction moment at support E of the beam shown in Fig. P8.13.
For the uniform beam AB (a) determine the reaction at A, (b) derive the equation of the elastic curve, (c) determine the slope at A. (Note that the beam is statically indeterminate to the first degree.)
Find the support reactions, draw the free-body diagram of the beams that shows the reactions and the equivalent loadings of the beams. Show the computation where M0 = 1,220 N-m, P = 2650 N, F = 3000 N, w0 = 1702 N/m, w1 = 1103 N/m, a = 3 m, b = 6 m, c = 2 m
A linear elastic beam with length L, elastic modulus E, and second moment of an area I is fixed at end C and attached to a linear elastic spring at B. The spring has an elastic constant k. The beam carries a uniformly distributed load q. Determine the vertical deflection at point B and the reaction forces at C.
A beam ABCDE is simply supported at A and D. It carries the following loading: a distributed load of 30 kN/m between A and B; a concentrated load of 20 kN at B; a concentrated load of 20 kN at C; a concentrated load of 10 kN at E; a distributed load of 60 kN/m between D and E. Span AB=1.5 m BC=CD=DE=1 m. A. Draw the FBD B. Calculate the value of the reactions at A and D and hence draw the S.F. and B.M. diagrams. C. What are the magnitude and position of the maximum B.M. on the beam?
A simple beam supports two concentrated loads and a uniformly distributed load over 8 m of the span. Construct a Free Body Diagram (FBD) of the beam. Determine the support reactions at A and B.