Q3/Determine the vertical movement of point (B) for the rigid bar (AB) which is supported by two vertical rods as shown in Fig.2. Steel L=3.5m A-250mn2 E-200GP. Bronze L=25m A=400mn2 E=120GPa B 3.0m 2.0M Fig.2 100KN

Q3/Determine the vertical movement of point (B) for the rigid bar (AB) which is supported by two vertical rods as shown in Fig.2. Steel L=3.5m A-250mn2 E-200GP. Bronze L=25m A=400mn2 E=120GPa B 3.0m 2.0M Fig.2 100KN

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 5.1P: Bar AB of negligible weight is supported by a ball-and-socket joint at B and two cables attached at...

See similar textbooks

Related questions

Q: Q1 -B- Draw just the Free Body Diagram of the following figures. 30 kN/m Fig. (2) -3 m- +-3m- -3m-…

A: given; draw free body diagram for given figure;

Q: 4. The frame system is loaded as shown. Support A is an anchored frictionless pin. Support E is a…

Q: 4- find Pmax that can be applied if B Talt(tension ) = 100 MN/m² 8 m 6 m Talt(comp) = 80 MN/m2 A=30…

Q: a block is held in equilibrium by the system of springs. Draw a free-body diagram for the ring at A.…

Q: Determine the support reactions on the member in 900 N figure. The collar at is fixed to the member…

Q: Three cylinders are piled in a rectangular ditch as Figure 2 shown in Figure 2. By neglecting the…

A: Given Weight of A = 200 N Weight of B = 400 N Weight of C = 150 N Radius of A = 50 mm Radius of B =…

Q: The three-bar truss in Fig. a is subjected to a horizontal force of 5 kip. If the cross-sectional…

Q: The bars ACE and BCD are supported by a pin and slot arrangement at C. ACE is supported by a pin at…

Q: -1 m 1m Q1: A: Draw a Free-Body Diagram of the bars AD and BC shown in the figure. Assume all hinges…

A: FREE BODY DIAGRAM is a diagram of the system which represents all the forces acting on the system.…

Q: Given the Frame as shown below. Using Method of Members, determine the following if the External…

Q: Member AB (helical spring) and Member AC (axial rod) are carrying a weight at point A. Member AB has…

Q: Determine the magnitude of the vertical force Cy for the simply supported beam, where w = 5 kips/ft,…

Q: Problem 4.4 Using two different cable-pulley arrangemen: shown in Fig. 4.52, a block of weight W is…

Q: The rigid bars AB and CD shown in Fig. are supported by pins at A and C and the two rods. Determine…

Q: y 960 mm? AT = -25°C 80 GPa 165 kN 15.7 x10-6/°C (1) 1920 mm? (2) A %3D B E2 160 GPa %3D 19.7…

A: Find the force in each bar and stress in each bar and deflection of point B Given data:- A1=960mm^2…

Q: Member AB (helical spring) and Member AC (axial rod) are carrying a weight at point A. Member AB has…

Q: Ex : Body A in fig below (a) weighs 200 lb and the homageneus bar B weighs 40 Ib. Draw afree-body…

Q: SAMPLE PROBLEM 2: Assume that AE are equal for each rod Reqd: Internal forces for member AB, CD, EF…

A: Given Data: Length of the beam, L=0.8 m

Q: Q1-B- Draw just the Free Body Diagram of the following figures. 30 kN/m Fig. (2) AB C -3 m- Fig. (4)…

A: For solution refer below images.

Q: Consider the bracket shown in Fig-3. If: • F1 = 10 lb @ -90° • a = 2 ft •b = 4 ft • c= 1 ft then,…

A: Consider the free body diagram of member AC, Here,

Q: Figure Q2[a] shows a shaft supported by three smooth journal bearings at A, B, and C. Given: F,-923…

Q: Question 3: Given properties of the system are q1=15 kN/m, q=20KN/m, hj=30m, Lı=30m and L=15m. If…

Q: Problem: 75 mm diam. shaft 12,000 N 16,000 N 900 mm 900 mm 900 mm 900 mm 4,000 N R, 300 mm 20,000 N…

A: As per our guidelines we are supposed to solve only 3 subparts if multiple subparts are asked .…

Q: Q3 Determine the required spring stiffness of kAB in Figure below so that the 10-kg lamp can be…

Q: 14. Find the distance x along AB, at which a horizontal force of 60N should be applied to hold the…

A: Given Data The horizontal force acting is: P=60 N The length of the bar AB is: AB =12 m The weight…

Q: Q4: An inclined circular gate (AB) with hinge support at (B) and the weight of gate (12KN).…

Q: A block (A) weighing 1 kN rests on a rough inclined plane whose inclina- tion to the horizontal is…

A: Draw the FBD for the given question and write the given values along with suitable variables.

Q: Application of Equilibrium Solve for the value of unknown variables Given : P1 = 6.85 KN P2 =…

A: Draw the free-body diagram of the beam. As there is no horizontal force acting on the beam so the…

Q: 5m 55 Caculate the force in each 2m member of the loaded truss. Ans. AB - 3.52 kN T BC - 4. G2 KN C…

Q: In the frame shown given weight on all three members. Weight of frictionless pulley is negligible,…

A: Given: The weight, W = 280 N The load at BE, P = 70 N The radius of pulley, r = 15 cm

Q: 2m B 3m 4m 30° 52 KN

Q: The assembly shown consists of identical bars AB, BD, and BC of length 3 m, cross-sectional area of…

Q: Q9. For the frame shown in the image below, the two members are pinned at point C, and the frame is…

Q: A 10m light rod AB is horizontally placed. One end of this rod is pin supported at point A, and the…

Q: 2m 3m 30° D.

Q: Q4. A weight of 700 N was place 1 meter from the pivot as shown in the figure below. Determine the…

Q: Question 2) Determine all member (internal) forces on the system given that P is 35 N, and c is 1000…

Q: The rigid bars AB and CD shown in Fig. are supported by pins at A and C and the two rods. Determine…

Q: Member AB (helical spring) and Member AC (axial rod) are carrying a weight at point A. Member AB has…

Q: Q.4] Find the forces in the members of the bridge truss shown below. 5KW 5KN A k B k 12 m 8m с 10 KN…

Q: Q4//Determine the required vertical force F to be applied at the lower edge to open the square gate…

A: Area= 2.8×2.8 =7.84m2 Location of CG(y) =1.8+2.8sin45/2 =2.78m…

Q: A cable is loaded and supported as shown in Fig. Determine The vertical distance yc- D 5m 1.5 m B 30…

A: Given data: The load at point B is PB = 16 kN. The load at point C is PC = 30 kN. The vertical…

Q: The vertical pole shown carries two utility lines represented by the tensions T, and T2. For…

Q: 2m 2 m The structure is comprised of rigid bars AB and BCD supported by hinges at A and D. A steel…

Q: Determine the magnitude of the vertical force C, for the simply supported beam, where w = 7 kips/ft,…

Q: the Support reactions (Point A is a rolles support and a pinned support) Determine 9N gN bN Im Point…

Q: The cable shown in Fig. distributed load of 25 kN per meter of horizontal length. The left support…

A: Given: uniform distributed load w=25 kN/m Height of the distance between supports, h = 50 m angle,…

Q: 2. Determine the force in members DH and CI. Indicate if the member is in tension or compression. 50…

Q: 0.4 m 1,5 m L0,4 m 0.8 m 1.5 m 1,5 m Three vertical wires are used to support a rectangular plate…

Q: -B- Draw just the Free Body Diagram of the following figures. 30 kN/m Fig. (2) -3 m Fig. (4) 4 kN/m…

Question

I need the answer as soon as possible

Q3/Determine the vertical movement of
point (B) for the rigid bar (AB) which is
supported by two vertical rods as shown in
Fig.2.
Bronze
L=2.5m
A=400mm2
E=120GPa
Steel
L=3.5m
A-250mn2
E-200GPO
B
3.0m
2.0M
Fig.2
100KN

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

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 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 20 mm diameter steel shaft AB is attached into the rigid wall at B and supported by a smooth bearing at A. The lever AC is welded to the end of the shaft. If the downward force P will produce a 50 mm vertical displacement at the free end of lever AC, determine the force P if G = 83 GPa.
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 load is supported by the four stainless steels wires that are connected to the rigid members AB and DC. The members were originally horizontal, and each wire has a cross-sectional area of 16mm2. Given that E= 200Gpa for all the steel wires. a) Draw Freee Body Diagram(FBD) of each rigid member. b) Determine the angle of tilt of each member after the 2250N load is applied
Determine (a) the compressive force in the bars shown after a temperature rise of 96oC, (b) the corresponding change in length of the bronze bar.
Created from steel and brassgraded Rod, two at each endplaced between the fixed wall, B60kN respectively from and D pointsand 40kn axial forceswere exposed. Accordinglysteel (Eçelik=200GPa andEpirus=105GPa) formed in ricemaximum stressescalculate.
The assembly consists of two 10-mm diameter red brass C83400 copper rods AB and CD, a 15-mm diameter 304 stainless steel rod EF, and a rigid bar G. If the horizontal displacement of end F of rod EF is 0.45 mm, determine thethe magnitude of P.
A RIGID BAR "AB" ATTACHED TO TWO VERTICAL RODS IS HORIZONTAL BEFORE LOAD P IS APPLIED. DETERMINE THE VERTICAL MOVEMENT OF POINT CIF THE MAGNITUDE OF P IS 60 KN.
Axial loads are applied with rigid bearing plates to the solid cylindrical rods shown. If F1 = 31 kips, F2 = 15 kips, F3 = 26 kips, and F4 = 39 kips, determine the absolute value of the axial load in rod (2).
Determine the allowable weight that the assembly can handle if the cable AB has a working stress of 200 Mpa and cable AC has a working stress of 150 Mpa. The cable cross sectional areas are 300 mm2for cable AB and 330 mm2for cable AC.
The rigid bar AB and CD are supported by pins at A and D. the vertical rods are made of aluminum and bronze. Determine the vertical displacement of the point where the force P= 10 kips is applied. Neglect the weight of the members.
Prior to the application of the P = 120 kip load, the gap between C and the rigid wall at D was as depicted as below. Determine the support reaction at D (in kip) after force P has been applied. The assembly is made of solid cylinders: AB is Stainless 304 steel alloy, and BC is 6061-T6 aluminum alloy.
A steel rod is acted upon by the loading shown below. 50 mm2is the area of the circular rod. The coupling sizes at B, C, and D are neglected. Use E st = 200 GPa.