107(78 ll EA O o 1.:raW=18 Ibs , TAC=20.1 lbsFind the reaction in pin A?B-1.40 m-.lo.8 m1962 N1 Add fileQ3 *Find: The equivalent resultant force and couple moment acting at A.350 N600 N200NB1250 N-m2 m4 m3 mResultant =1211.4 N , Angle ofResultant=53.13 dearee Moment.

Dear student, According to the guidelines I am allowed to answer only one…

Answered: Find the reaction in pin A? 70% G -1.40…

Engineering

Mechanical Engineering

Find the reaction in pin A? 70% G -1.40 m --- 0.8 m 1962 N

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Related questions

Q: Determine the reactions in C on member ACD as shown in figure? B 800 KN 5 m 4 m 6 m A D 8 m 600 KN 3…

Q: Answer the following questions: 1. Draw a Free Body Diagram with forces and reactions. 2. What are…

Q: (a) sketch the probable buckled shape at the first buckling force (b) count the number of quarter…

A: The probable buckled shape at the first buckling force is shown below.

Q: 1. Please find the support reactions at A and 5 kN 20 kN В. 30° 1m 1m 1m

Q: Number 1

A: Solution: The reaction at A and B is calculated for the given beam as : The total load on the beam…

Q: Use matrix stiffness method to determine all reactions. Assume (1 is fixed, 2) is roller, and 3 is…

A: Use matrix stiffness method- Assuming 1 is fixed 2 is roller and 3 is pin ,E is constant

Q: Determine the support reactions on the member in figure. The collar at is fixed to the member and…

Q: Q11 Find the reactions in supports

Q: #4 A small winch is used to raise a 120 Ib load. Determine the reaction forces at points A and B. -…

A: Hello. Since you have posted multiple questions and not specified which question needs to be solved,…

Q: 6-36* A beam is loaded and supported as shown in Fig. The beam has a uniform cross section and a…

A: The free body diagram explains the problem

Q: Find the reactions at support A. 4 kN/m 3 kN/m 6m 6m

Q: Calculate the internal reactions for the member shown at sections M-M and N-N [1.5 kN 0.6 m, 0.7 m…

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

Q: 3. Compute the total reactions at A and B on the truss. 20k~ 20 AN 22.4 l 224 N GA GA 10 30N

Q: Find the reactions at pins A, B, and C in the frame below if you REPLACE the 6 kips pointing down at…

Q: Determine the value of reactions at the supports A & B. see Figure2. Figure 2 15 KN/m 1ORN/mM A, 4m…

A: Given: A uniform varying load is applied om simply supported beam The maximum intensity of uniform…

Q: 5. Calculate the reactions at the built-in support at C, neglecting the weights of the members. so0…

Q: Styles Find the reactions at the supports of the given beam of length 10 m with the self weight of…

Q: 400 N/m 3m 2.5m 6m

Q: Find the pin reactions at joints a and b both are pin joints

Q: 6-40 An angle bracket is loaded and supported as shown in Fig. Determine the reactions at supports A…

A: at Pt. A angle bracket has a pin joint and at Pt. B it has roller support. The free body diagram of…

Q: 2 KIP/E 8 KiP 50 kiPaft Find Reaction AND S.F.D B-M-D

Q: 6-47 A beam is loaded and supported as shown in Fig. The beam has a uniform cross section and weighs…

A: Given data: The weight of the beam is; w = 975 lb. The concentrated force acting at the right end of…

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

A: It is required to determine horizontal reaction force at C

Q: Determine the reactions in C on member ACD as shown in figure? 800 KN 5m 4m 6 m 8m 600 KN 3 m

A: For solution refer below images.

Q: Calculate the reaction forces at points P and Q as [kN] using the information given in the figure.

Q: FIND THE PIN REACTION FORCES AT A, B, & C.

A: Consider the free body diagram of the given diagram,

Q: (1) Calculate the support reaction. Draw the N, M, T diagrams of the figures given below. 20 t/m 20…

Q: This is a challenging one! 10 kN 9 kN 10 kN m A B C D 1.5 m 1.5 m 1.5 m 1.5 m 1.5 m 1.5 m Compute…

Q: Problem 4. Determine the support reactions given the figure below. 3KN 14KN -12m-Lsm 1.8 m

Q: Calculate the vertical external reaction at the hinge support shown in the figure below. 30 kN 45…

Q: Homework no.1: For the figure shown below determine the pin reaction at B. 500 N 0.2 m 0.4 m

Q: A 10.7 m long beam is loaded as shown below and the hinge support is at x-2.4 distance from the left…

Q: D. C E. L, y= B L, w Find the magnitude of the horizontal and vertical components of the pin…

Q: Find the reactions at supports A and C.

Q: Determine the reactions of the truss shown in the Figure. 5KN A lom IDM lom

A: For the given truss To determine the support reaction at F and E

Q: Determine the components of the reaction on pin A and the reaction at the roller B shown in figure…

A: Answer: Component of reaction at point A is, Ax = 285.98 lb and Ay = 304.68 lb and at roller…

Q: 8 kN/m B -4m - -2 m-

Q: In the given figure, support A is a roller and support B is a pin support. If P=15 kips, calculate…

Q: Determine the reactions in C on member ACD as shown in figure? 800 KN 5 m 6 m 8m 600 KN 3 m

A: For solution refer below images.

Q: Find reaction at C for a frame shown. using Consistent Deformations Method and Least Work Method 6 m…

A: Total Strain energy for the frame,U=Strain energy in semicircular portion+Strain energy in straight…

Q: 6Kip 6 Kips 15 kys 8-4 3ft 6ft 2ft 2F beam is supported by a Neglecting roller at A and by a pin at…

Q: FIND THE PIN REACTION FORCES AT C

Q: Example 2.2 A,E 2 Problem: Determine the support reaction forees at the two ends of the bar shown…

A: Given, P =6 *104 N E =2 *104 N/mm2. A= 250 mm2. L =150 mm ∆ = 1.2 mm

Q: -24 in. +6 in.- 2. Determine the horizontal and vertical components of reaction of the pin B. (Ib) 4…

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

Q: Determine the support reactions at A and E.

Q: The compound beam is pin supported at C and supported by a roller at A and B. There is an internal…

Q: Determine the value of reactions at the supports A & B. see Figure1. I5 KN/m Figure1 iokN/m A. t 2m…

Q: 2nd 4m Mmax=6060 kN.m 6m -2ndº -1600KN.m 4m 2. From the moment diagram shown, assuming there are no…

A: (a) Draw the loading diagram from the given bending moment diagram.

Concept explainers

Chemical and Phase Equilibrium

Phase diagrams or equilibrium phase diagrams are the graphical representations that show the phase transformations of the constituting elements with respect to the pressure, temperature, and compositions. The diagrams show the conditions that limit the different phases, namely solid, liquid, and gas. The diagram can also be utilized to verify the relations between the state variables. Most of the phase diagrams are temperature-pressure phase diagrams, with the variable parameter as the composition. Usually other variables such as solubility and pressure parameters are not indicated in the phase diagram. For a one-component system (unary phase diagram), the phase diagram is generally a function of temperature and pressure as the state variables, or temperature and volume. However, for a binary system (two-phase) having two components, the phase diagram is a function of temperature and composition as the state variables only. Coexisting of the different phases of the constituting elements is indicated in the phase diagram. A ternary phase diagram can be characterized by consisting of three phases in equilibrium.

Question

107
(78 ll E
A O o 1.:ra
W=18 Ibs , TAC=20.1 lbs
Find the reaction in pin A?
B
-1.40 m-.
lo.8 m
1962 N
1 Add file
Q3 *
Find: The equivalent resultant force and couple moment acting at A.
350 N
600 N
200
N
B
1250 N-m
2 m
4 m
3 m
Resultant =1211.4 N , Angle of
Resultant=53.13 dearee Moment.

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

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

Determine the vertical reaction (A y - kN) and the reactive moment (M A - kN·m) at the support at A considering thestock values: M = 10·a + 30·b + 20·c + 200 {kN·m}, q = 20·(a + b) + 10·c + 100 {kN/m} and F = 30· (a + b+ c) + 50 {kN}. The beams AB and BC of the beam are interconnected by a smooth pin at B. Assume minimum accuracyof 6 significant figures. (a = 7; b=1 ; c=1) Ay= MA=
The pin at O can support a maximum force of 3.5 kN. What is the corresponding maximum load L which can be applied to the angled bracket AOB? A. 0.541 kN C. 2.632 kN B. 1.676 kN D. 3.091 kN
The compound beam is supported by a roller at point C, fixed at point A, and the two sections are pinned at point B. It is subjected to a free couple moment M, a distributed load with maximum load intensity w, and a concentrated force F. If the distributed load w = 0.6 kN/m, the concentrated force F = 0.6 kN, and the free couple moment M = 0.8, determine the magnitude of the support reaction (in kN) at pin B. Answer must include 2 places after the decimal point.
The système have diferent stiffness (K1 and K2), The column (AB) have both ends pined and the Beam (BC) have one end pined and one end fixed. Find the system équation of the Residual force of the structure (out of balance force), and the Buckling load.
I need help on solving this: a) The second moment of area for the hollow cirle section can be calculated as _______ mm^4 b) Find out which of these two column types produces a better buckling performance: (i) Hollow Square Section or (ii) Hollow Circular Section.
(a) Replace force F = -2800i + 1600j + 4000k N acting at end A of the crank handle with a force R acting at O and a couple-vector C. (b) Resolve R into the normal component P (normal to the cross-section of the shaft) and the shear component V (in the plane of the cross-section) (c) Resolve C into the twisting component T and the bending moment M. Please answer C
Assuming the reactions in the support as positive, I planted the sum of forces in x, positive towards the right. For each load, place the "+" or "-" sign as appropriate, or N / A, if the load does not apply in the sum. ΣFx = 0 RAx RAy MA 5 6 7 =0
Rigid arm AB is subject to a downward force F=270 lbf. It is supported by asquare shaft journal bearing at A and a cable BC.A. Draw a clear and large free-body diagram (FBD) to show all reaction components on AB. Ifany are not engaged, cross them out and add the note “N.E.” for “Not Engaged.” You do NOTneed to set up any equations or solve for any of the reactions.B. Find the unit vector for cable BC.
Determine the reactions at the supports using stiffness method. Assume A, B and C are fixed. Take E = 200 GPa, I = 350 (106 ) mm4 and A = 15 (103 ) mm2 Draw shear force and moment diagram of frame
A 5 m beam is fixed at one end and pinned at other end. It is loaded a couple M at pinned end. If there is one unit rotation at the pinned connected end, EI = 1800 N.m^21. Which of the following gives the value of couple M in N.m at the pinned end? a. 1444b. 4414c. 4441d. 14142. Which of the following gives the value of vertical reaction at pinned end in N? a. 334b. 434c. 443d. 3443. Which of the following gives the value of moment at fixed end in N.m.? a. 334b. 434c. 443d. 344
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?
This structure is supported by a roller joint on the left and a pin joint on the top. Two loads, P have similar magnitudes of P = 650 N and the angle θ = 40°. The length L of both members is 1.5 m. The vertical load acts at the midpoint of the horizontal member. Solve for the reaction forces at the roller and pinned joints.