(b) a. A member ABCD is subjected to point loads as shown in figure Task 2.b. Calculate (i) Force P necessary for equilibrium (ii) Stress developed in each section (iii) Alsp draw free body diagram for individual section (02 Marks) (03 Marks) (03 Marks) 2500mm2 700mm? 1100mm2 400kN P 60KN 150kN Figure Task.2.b

(b) a. A member ABCD is subjected to point loads as shown in figure Task 2.b. Calculate (i) Force P necessary for equilibrium (ii) Stress developed in each section (iii) Alsp draw free body diagram for individual section (02 Marks) (03 Marks) (03 Marks) 2500mm2 700mm? 1100mm2 400kN P 60KN 150kN Figure Task.2.b

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

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PLEASE ANSWER NUMBER 3.MECH 222-MECHANICS OF DEFORMABLE BODIES: PLEASE GIVE DETAILED SOLUTIONS AND CORRECT ANSWERS. I WILL REPORT TO BARTLEBY THOSE TUTORS WHO WILL GIVE INCORRECT ANSWERS.
Given:a. the force in BD=25KNb. vertical reaction at point C=-10KNc. horizontal reaction at point C=15KNd. resultant of reaction at point C=18.0KNe. allowable tensile (normal) stress in member BD =83.33MPaf. the allowable shear stress in the pin at C =72.7MPaPlease help me solve for:1. What is the required cross-section area and minimum thickness t of member BD?2. What is the required SHEAR cross-section area at point C?3. What is the minimum diameter for the pin at C?(Solve for a value with the combination of mm and N)
What is the difference between static and dynamic loading.. Explain with the drawing the types of dynamic loading. b) In the figure shown, a column of AIAL 1045, cold drawn, rotates on bearings. A force of SKN is applied to it8kn . Find the modified resilience limit stress, the stress of Al-Tin Amra
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Tassimo mikanikium
7
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The loaded frame shown in Fig. 1, is supported at A (fixed support) and B (roller support). C is an internal hinge. The cross section of the frame is shown in Fig.1(b). (a) Find reactions at supports A and B. (b) Find normal stress (ox-x) and normal strain (ɛx-x) at section X-X. (c) Find shear stress (Tx-x) and shear strain (yxx) at section X-X. (d) Elastic modulus and shear modulus of steel are, Es = 200 GPa and Gs = 70 GPa respectively. 180 kN 16 kN/m 25 150 25 Hinge 90 kN-m 3 25 2 m 4 m 250 8 m 25 all dimensions are in millimeter B Fig. 1 (b) 4 m 4 m 4 m 4 m 4 m Fig. 1 (a)
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please answer number 1.MECH 222-MECHANICS OF DEFORMABLE BODIES: PLEASE GIVE DETAILED SOLUTIONS AND CORRECT ANSWERS. I WILL REPORT TO BARTLEBY THOSE TUTORS WHO WILL GIVE INCORRECT ANSWERS.