Pr:Determine all forces acting on bodn A for theSystem shown in Figureca). Body A weighs(200Nand the Sylinder B weighs (500 N). ASrume allthe contact surfaces are smooth.24A ringcableY= 0.5m0.5m2mImInFigure (4)Figure (2), determineQ2; For the truss shown inthe force Fr and the forces in membersBF, BG and BA, when the force in CDis 3.75 KN Tension25 KN3MKN103nB.

Answered: Image /qna-images/answer/51e30107-2974-4589-8ab5-11f7aed1a057.jpg

Answered: EDetermine all forces acting on body A…

EDetermine all forces acting on body A Fort A for the System shown in Fignreca). Body A weighs(200N and the Sylinder B weighs (50o N). Asrume all the contuct surfaces are smooth.

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: 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: 2/52 The masthead fitting supports the two forces shown. Determine the magnitude of T which will…

Q: Determine the reactions acting on the smooth uniform bar, which has a mass of 20 kg.

A: Consider the free body diagram of the beam. Consider the equilibrium moment about A. Here, NB is…

Q: 6. Determine the resultant of the load acting on the beam ABC 1200 lb/ft y 1700 lb/ft C 6 ft- 8 ft-

Q: 30 KN 27. Determine the force in member BE in the below figure. • 12.22 KN • 22.92 KN • 54.59 KN •…

Q: Homework 1 3 k Determine the reactions at the supports. EI is constant. Fixed A 10 ft Cy = 1.875 k…

A: Given data UDL Span length Point load Constant EI

Q: 4 m 4 m Calculate Reaction at support A

A: Given: Overhang beam with below loading condition: To find: Reaction at A

Q: Determine the horizontal force reaction at joint 1. A-9.12 in. 1-375 in. 21 A= 10.3 in 1-285 in. 1…

A: Given:- tanθ=2010θ=63.43oInclined length of the member 1-2=202+102…

Q: alculate reactions to A and E. For a), take a 40°. For b) take pulley's radius = 0,4 m 90 N 1m 60 mm…

A: To find reaction at A and E

Q: Ex7: The coplanar force system in Fig.(a) consists of three forces and one couple. Determine the…

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: Determine the Support Reactions and all of the Member Forces of the truss shown. Use the Method of…

Q: 250 mm-250 mm 150 N 300 mm OA G 60

Q: support at A and B are roller and pin, Q1. (а) Figure Q1(a) shows a beam loaded with a point load…

Q: 3.) DETERMINE THE MAGNITUDE OF THE MOMENT OF THE FORCE F = (300i -200j + 50k} N, ABOUT THE OA AXIS.…

Q: The 75-kg man shown attempts to lift the 40-kg uniform beamoff the roller support at B. Determine…

A: The free body diagram of the beam is shown below. The contact of the beam with B will loses when it…

Q: P1/calcu late the value of force P Such that the Vartical and hovizon tal displacement at point A…

A: The above problem is analyzed by using the equilibrium equations, 3-equilibrium equations are,…

Q: Determine the magnitudes of F1, F2, and F3 for equilibrium of the particle.

A: From above figure,

Q: What is the vertical reaction component at A for the frame shown? 3 k/ft 45.0 k Select the correct…

A: Given A frame Required Vertical reaction at A

Q: 2 For the beam shown determine the reactions 200~ 400N Am) (2m) RA RE

A: Given that:

Q: Determine the reactions at A and B for the given frame below. 390 lb 13 12 800 lb ft +4ft- 3 t -8 ft…

Q: VE FOR THE SUPPORT REACTIONS AND DRAW THE SHEAR RAM OF THE FOLLOWING. IOT JUST WRITE THE MDM TABLE.…

Q: Determine the following: 15. Vertical reaction at A. (kN) 16. Horizontal reaction at A. (kN) 17.…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: H. A machine operator produces the tension T in the control rod by applying the force P to the foot…

Q: The springs BA and BC each have a stiffness of 500 N/m and an unstretched length of 3 m. Determine…

A: Given: Stiffness of the spring = 500 N/m Unstretched length = 3 m Displacement from wall = 1.5 m

Q: Problem 4: Determine the reactions acting on the smooth uniform bar, which has a mass of 20 kg. B 4…

Q: P1 12 P2 4m 3m 3m 3m Figure 3

Q: 100 KN 10 kN/m Com 21 12m I E = constant %3D

Q: 1.Determine the reactions at A and B when (a) a = 0, (b) a = 90°, (c) a = 30°. |330 N -250 mm-250 mm…

A: Consider the free body diagram shown below.

Q: Determine the Resultant of the system with the force acting at O. [5 pts] y 360 mm 270 mm 50 N A 300…

A: Hello dear this is the solution of your problem The answer is found to be Resultant=135.62N Angle of…

Q: Tollowing figure, the reaction at the support Bis uniformly distributed load of w N/m, shown in the…

A: Deflection at B due to Uniformly distributed load : δB1=w×L48×EI Deflection is downward…

Q: ant of the force system in next fig. Then locate 1000 N.m 80 N 10m 150 N 100 N 10m A

A: Determine the resultant of the force system in next fig. Then locate it with respect to point (A).

Q: 1. Determine the moment about the point R* 50 N ↑ R (-3,3) T (4,3) S (6,-3). O Nm 350 Nm O 100 Nm O…

Q: Lumn. When the motor rotates, try to find the maximum horizc -placement and the amplitude of the…

A: According to given dataW=20 KNh=6mFp= 250Nn=550r/min.

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

Q: When θ = 30°, the 25-kg uniform block compresses the two horizontal springs 100 mm. Determine the…

A: Draw FBD:

Q: 09.28 l"fil A @ 28 4 PR INTERNA... 200 N · m A В Fimtim - 1 m --1 m 2 m (a) 1/2 200 N/m A B 3 m 3 m…

Q: 2-4.2. Determine the resultant of the four forces acting on the body shown in Fig. P-2-4.2. R = 214…

Q: Q5 Determine the Influence Line on members of be, be and fe as shown in Figure Q5. b 4 m e 3 m 3 m 3…

A: Finding out influence line diagram of members bc , be and fe .

Q: 1. The frame shown in Fig. P-348 is supported in pivots at A and B. Each member weighs 5 kN/m.…

Q: The magnitude of the moment of the force F=300i-200j+600k N about the y-axis is. 0.3 m 0.4 m 0.2 m F…

A: F=300 i -200j+600k Note- magnitude is asked in question

Q: ION |20 N Noi Ey om B 4m Em 4m From the figure above, determine the: A. Resultant reaction at…

A: Determine reaction at support and forces in all members

Q: Determine the reactions at A and B when β = 80°.

A: The beam is stable or unstable or determinate or indeterminate is major factor is support condition…

Q: 5. Cakulate the reaction at point A and B. 3000 lb 2ft 10 ft 100 lb/ft

A: To determine the reaction at A and B.

Q: Jetermine reactions for the beam shown in Figure Q6-A. El i constant. (Use the Moment Distribution…

A: Fixed end moments for each member is calculated as: For member AB: MFAB=-wl212=-10×5212=-20.833…

Q: 1. The frame shown in Fig. P-348 is supported in pivots at A and B. Each member weighs 5 kN/m.…

A: To Determine The horizontal reaction at A (Ax) and the horizontal (Bx) and vertical (By) components…

Q: -10 ft 5 ft 24 k EA = constant Which of the following gives the axial force in member 1? Select the…

Q: is unstretched when 8 = 0°. Find the spring constant required for equilibrium at an angle 0 = 25° if…

A: Given Information Weight of the uniform bar, W=30 lb Length of the bar AB, L=3 ft Spring is…

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: ] (frame) Determine the moment at the fixed support A for the frame shown in Fig.9. El is constant,…

Question

Pr:Determine all forces acting on bodn A for the
System shown in Figureca). Body A weighs(200N
and the Sylinder B weighs (500 N). ASrume all
the contact surfaces are smooth.
24A ring
cable
Y= 0.5m
0.5m
2m
Im
In
Figure (4)
Figure (2), determine
Q2; For the truss shown in
the force Fr and the forces in members
BF, BG and BA, when the force in CD
is 3.75 KN Tension2
5 KN
3M
KN
10
3n
B.

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 3 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

In the figure on the right where there is a 50 N single load at point Bof the given rod system, (between AB: 4m / BC: 1m)a) find the support reactions?b) Immediately after support A, just before point Band immediately after and just before the C-bracketFind the cross section effects by cutting?c) Draw the cross sectional influence diagrams.
Given P1=00K P2=19K UNKNOWN: 1. FORCE IN MEMBER GF 2. FORCE IN MEMBER FC 3. FORCE IN MEMBER CD
The frame is composed of members connected byfrictionless pins. Draw free-body diagrams of each mem-ber and determine the forces applied by the pins to themembers.
Find force in member FG
SOVLE THE INTERNAL FORCE OF THE BEAM a) midspan of Lb)midspan f the left overhangc) midspan of the right overhand VALUES: P= 53 kN L= 8.1 m b= 1.8 m
Two d mm*10 mm cover plates are welded to two UPN 200 channels 100 mm high to form the cross section of the compound beam shown in the figure. The moment of inertia of each channel about a horizontal axis through the centroid is 19.10*106 mm4. a) Determine the support reactions. b) Draw the shear force and bending moment diagrams. c) If the allowable bending stress of the beam is 300 MPa, find the required width d of the plates to safely support the load.
A horizontal beam is supported by an inclined strut and carries a load of 15 kN at joint AD CBD in the figure. The strut, which consists of two bars each of thickness 40 mm, is connected tothe beam by a rivet passing through the three bars meeting at joint. The allowable shear Cstress and bearing stress are all, z =60 MPa and =120 MPa, respectively.a) Determine the required diameter of the rivet at the hinge that carries safely by the given Csystem.b) If the diameter rivet used on the support is 20 mm check whether this rivet diameter is Asufficient for the given system.
FORCE METHOD An overhang beam ABC is loaded as shown. Determine the reactions at the supports due to loading and a support settlement of 1 mm at the roller B. Take E = 200 GPa and I = 500(10^6) mm^4.
Thumbs-Up will be given. Write the complette solutions legibly. Answer in 3 decimal places. Please answer all since they are all subquestions. Thanks Structural Theory 1d. Determine the vertical reaction R₂ in kN 1e. Determine the shear at midspan between vertical supports in kN. 1f. Determine the maximum factored load moment in the beam in kN.m
The frame shown in Figure is hinged at E and roller supported at A. Determine the horizontal and vertical components of the hinge forces at B. a.) Bh= 24 KN & Bv=56 KN b.) Bh=48 KN & Bv= 81 KN c.) Bh=24 KN & Bv= 81 KN d.) None of the Above e.) Bh= 48 KN & Bv=56 KN
Compute the support reactions of the given beam below. Also, determine the maximum value of the positive and negative shear as well as the moment. Note: pt. a is hinge support, pt. b is roller support, pt. c is internal hinge support, pt. d is internal roller support, pt. e is roller support, and pt. f is a hinge support. Hint: Try to expose the internal reaction/s of the internal hinge support at pt. c as well as for pt. d internal roller support. For the units, the forces are in kN, then for the distances, take it as meters
Compute the force in member BD in kN. P1=186kN, P2=107 kN and x = 7.9 m. Write numerical value only and in 2 decimal places