Calculate the slope and deflection at the free end of the cantilever bea figure using Method of super position Take. E = 2.05 x 10$ N/mm2 and I = Y x 10% mm“. If the last two digits of student id 2 50, then take Y = last two digits of %3D If the last two digits of student id < 50, then take Y = last two digits c %3D If last two digits of id are zeroes, then take Y= 0.75 2 kN

Calculate the slope and deflection at the free end of the cantilever bea figure using Method of super position Take. E = 2.05 x 10$ N/mm2 and I = Y x 10% mm“. If the last two digits of student id 2 50, then take Y = last two digits of %3D If the last two digits of student id < 50, then take Y = last two digits c %3D If last two digits of id are zeroes, then take Y= 0.75 2 kN

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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vin/Downloads/Test%203%20Practice%20Problems.pdf CD Page view A Read aloud T Add text V Draw y Highligh Draw the shear and moment diagrams for the beam shown. Point B is a hinge. Answer: See last page Problem 3: 15 kip 500 lb/ft B. D 8 kip -ft 2 ft - 3 ft -- 4 ft 12 ft ablem 4:
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Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b-8.0 ft, c-4.0 ft, d=3.0 ft, w = 6.5 kips/ft and P = 45 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. A a a B Part 2 b d For this loading, calculate the reaction forces Ay and Ey acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) Save for Later B W Answers: Ay = i 37.575 eTextbook and Media W AV=P₂ b C V₁ - V₁ = Sw(x) dx C C с D + D d kips, Ey= M₂ E i E ZA x Ey X Incorrect If your answer for part (a) or (e) is incorrect, recall that concentrated loads create discontinuities in the shear-force diagram. Refer to the table below (Construction Rules for Shear-Force and Bending-Moment Diagrams), Rule 1. At…
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Instruction: Solve the following problems about deflections of beam using Double Integration Method. 60N 1. Find the deflection of the beam shown: a) At 1 meter from the left support b) At the midspan c) At 4 meters from the left support 3m 3m Use flexural rigidity = EI R1 R2
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let d={{.006, .002, .001},{.002, .004, .002},{.001, .002, .006}} be a flexibility matrix, with flexibility measured in inches per pound, and forces being applied at points 1, 2, and 3. Compute the stiffness matrix D^-1. List the forces needed to produce a deflection of .05in. at point 3, with zero deflections at the other points.
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