P1-23 A horizontal rigid bar ABCD shown in Fig.P1-23 ishinged at A and supported by steel wires BE and DF each withđiameter 2.5 mm and E = 200 GPa. Assuming that the wireswere taut when the 2,000 N block was attached at C, determine(a) the tension in each wire, and (b) the deflection of pointD. Disregard the weight of the beam.E400 mm500 mmBD300 mm200 mm300 mmFig.Pl-232,000 N

In this question we need to calculate tension in each steel wire and deflection at point D

Answered: P1-23 A horizontal rigid bar ABCD shown…

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

Similar questions

3- The members of the truss shown in the accompanying figure have a cross-sectional area 5 cm? and are made of A steel (E=200 GPa). Using hand calculations, determine the 600 N deflection of joint A and the stress in each member. 1 m 60° 60°
The L-shaped rigid bar shown is pin connected at C, welded to a rigid bar AB at point B, and rests on a composite bar at D. Rigid bar AB is attached to two identical rubber (G = 150 MPa) pads with the shown dimensions and having a thickness of 30 mm each. Meanwhile, composite bar DE is made of hollow aluminum (with outer diameter do and inner diameter di, E = 70 GPa) surrounding a solid steel rod (diameter = di, E = 200 GPa). Determine the maximum force P that can be applied to the rigid bar at B if the allowable normal stresses in aluminum and steel are 80 MPa and 200 MPa, respectively and the shear stress in rubber is 30 MPa.Use the following values:Parameters s = 135 mm x = 3.8 m y = 5.5 m do = 60 mm di = 35 mm
QUESTION 2 An aluminium rod ABCD showa in Figure 2 is rigidly sapported at D and loaded at A and B. The total length of the rod is L=900 mm. Given that P=4 KN and Young's Modulus, Eu = 70 a By taking segmeat BCD as a solid member, desermine the magninade of Q such that the deflection at poim Ais zer b) Q = 10 KN and the deflection of point A is limited to 005 mm, what is the matimum allowahle diameter da far segmemt CD, if this segment is ow holow? L/3 Segment AB Diameter di = 20 mm Sepmem BC L3 Diameter de 0 mm Segmem CD Diameter da (uner) - 0 mm L/3 Dianeter di (inneri D Figure 2 Drawing not te sale
A frame supported by pins A and C is made up with bar AB and L-bar BC connected by pin B. It is loaded by a 72 Nm moment at the midpoint D of bar AB, an 18 N concentrated load at joint B, and a 6 N/m distributed loading, as shown. Clearly show ALL FBDS used. 0.4m 0.8m 18 N 72 Nm 0.6m 6 N/m A Determine the following: a. The reactions at support A (include directions in your final solutions) Ag |N Ay N b. The reactions at support C (include directions in your final solutions) N Cy N
Alt Gr Ctri 2. The force P is acting onto the beam ABC through the rigid arm BD. Considering the effects of P at the point B and using Singularity Functions determine the deflection of the end point C. (EI is constant for ABC). D L/2 L/2 SHOT ON MI 6 MI DUAL CAMERA
The rigid member ABC is supported by steel wire (AE), pin support at B, and aluminum block CD as shown. The steel wire AE has A = 22.5 mm² and E = 200 GPa. Aluminum block CD has A = 40 mm? and E = 70 GPa. Under the applied load (P) determine the vertical deflection at A. Use the table given below and your student ID to find the values of L, L, and P. E A 150 mm 100 mm 150 mm Student L. (ttnir) (N) 150 ID (mm) 1131731 100 325 P.
The simply supported beam is subjected to the loads as described in the figure and parameter table. Neglecting the thickness of the beam, calculate the horizontal and vertical support reactions at A and B. F A B C -4*- L3 parameter value units L1 L2 L3 ft 4 ft 6 ft theta 65 F 200 lb M 500 lb-ft For the answers, take to the right and up to be the positive directions. The support reaction at A in the z direction is NAz- lb The support reaction at A in the y direction is NAy- lb The support reaction at Bin the z direction is NB= lb The support reaction at Bin the y direction is NBy= lb
The frame shown in the figure is supported by a hinge at A and a frictionless wheel F. When P = 12 lb, determine (a) the reactive forces at support A and the bottom of the wheel F, and (b) forces applied to member ABCD. ABCD is a single member. So is CEF. Points B, C, and E are pin joints. P 12 in 6 in. 6 in. 60 lb-in B 4 lb/in C 6 in. 4 lb/in
The horizontal beam ABC shown in thefigure is supported by columns BD and CE. Thebeam is prevented from moving horizontally bythe pin support at end A. Each column is pinned atits upper end to the beam, but at the lower ends, supportD is a sliding support and support E is pinned.Both columns are solid steel bars (E = 30 x 106 psi)of square cross section with width equal to 0.625 in.A load Q acts at distance a from column BD.(a) If the distance a = 12 in., what is the criticalvalue Qcr of the load?(b) If the distance a can be varied between 0 and40 in., what is the maximum possible value ofQcr? What is the corresponding value of thedistance a?
Assume portion ABC of the rod is made of steel (E4e= 200 GPa , v=0.3) and portion CD is made of aluminum (E,lumi = 70 GPa , v=0.25). A 1.75 m Area = 800 mm² 120 kN B 1.25 m C Area = 500 mm² 1.5 m 80 kN D 60 kN The deflection of point C is_ The resulting change in diameter of portion AB of the bar is_
The compound beam shown in (Eigure 1) is fixed at E and supported by a rocker at A and B. There are hinges (pins) at C and D. The 4-kN load is applied just to the right of the pin at D. Suppose that w = 5 kN/m. Figure 4 kN 6kN I. conf 1 of 1 -2m-2m-2m-3m- 3m ▼ Determine the y component of reaction at A. Express your answer to three significant figures and include the appropriate units. A₁ = Value Submit Part B B, = HA Submit Part C Request Answer Determine the y component of reaction at B. Express your answer to three significant figures and include the appropriate units. Value KN Request Answer ? KN ? Determine the component of reaction at E.. Express your answer to three significant figures and include the appropriate units.

Recommended textbooks for you

Elements Of Electromagnetics

Mechanical Engineering

ISBN:

9780190698614

Author:

Sadiku, Matthew N. O.

Publisher:

Oxford University Press

Mechanics of Materials (10th Edition)

Mechanical Engineering

ISBN:

9780134319650

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Thermodynamics: An Engineering Approach

Mechanical Engineering

ISBN:

9781259822674

Author:

Yunus A. Cengel Dr., Michael A. Boles

Publisher:

McGraw-Hill Education

Elements Of Electromagnetics

Mechanical Engineering

ISBN:

9780190698614

Author:

Sadiku, Matthew N. O.

Publisher:

Oxford University Press

Mechanics of Materials (10th Edition)

Mechanical Engineering

ISBN:

9780134319650

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Thermodynamics: An Engineering Approach

Mechanical Engineering

ISBN:

9781259822674

Author:

Yunus A. Cengel Dr., Michael A. Boles

Publisher:

McGraw-Hill Education

Control Systems Engineering

Mechanical Engineering

ISBN:

9781118170519

Author:

Norman S. Nise

Publisher:

WILEY

Mechanics of Materials (MindTap Course List)

Mechanical Engineering

ISBN:

9781337093347

Author:

Barry J. Goodno, James M. Gere

Publisher:

Cengage Learning

Engineering Mechanics: Statics

Mechanical Engineering

ISBN:

9781118807330

Author:

James L. Meriam, L. G. Kraige, J. N. Bolton

Publisher:

WILEY

SEE MORE TEXTBOOKS