Replace The pole is subjected to the two forces shown. Determine the components of reaction at the base Aassuming it to be a ball-and-socket joint. (ANS: Ax = 32N, Ay = 107N, Az = 1280N, Max = 0, May = 0, Maz = 0)4.5 m2'm4503020°F₂ = 450 NED3 mF₁ = 860 NB6 m4 m6 mProb. 5-906 m

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Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

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Problem 1.1MA

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The member is supported by a square rod which fits loosely through the smooth square hole of the attached collar at A and by a roller at B. The member is subjected to the forces Fi = 300 N, F2 = 450 N, and F3 = 600 N. (Figure 1) Determine the components of the reaction force of the support at A using scalar notation. Express your answers using three significant figures separated by comma. Ar, Ay = -300,-450 N Submit Previous Answers v Correct Part C Determine the components of moment of the reaction at A using scalar notation. Figure 1 of 1 Express your answers using three significant figures separated by commas. vec (MA)=: (MA)y, (MA): =- 900,100, – 1350 N.m B 1 m 2 m Submit Previous Answers Request Answer 2 m X Incorrect; Try Again; 4 attempts remaining < Return to Assignment Provide Feedback 圓

Prob 6-43 4 kN 6kN 12 kN 9 kN 1.5 m B H 1 m 15 m 2 m 1m 15 m-15 m - 6kN In this problem, you are asked to determine the forces in members CD, CJ, GJ, and CG. Are there any zero force members?
Given the Horizontal wood member shown that weights 38 lbs/ft and supports three vertical loads F1 - 200 Lbs, F2= 100 Lbs, F3 = -400 Lbs, and is supported by a Pin at A and a Roller at B, calculate Reaction Ay. A origin k 4' 200# f 4' 100# + 400# 4' t 4' B X
1. For the one-dimensional 3 truss-element system shown, determine the nodal displacements and reaction forces using the direct stiffness method. K2 = 60 lb/in KI= 50 lb/in K3 = 55 lb/in Node 4 F = 60 lbs. Node 3 Node 1 Node 2 +X 2. For the one-dimensional 4 truss-element system shown, determine the nodal displacements and reaction forces using the direct stiffness method. K2=35 lb/in F=80 lbs Kı=35 lb/in K3=25 lb/in K4=30 Ib/in +X 3. For the one-dimensional 4 truss-element system shown, determine the nodal displacements and reaction forces using the direct stiffness method. K3=45 lb/in F=75 lbs KI=25 lb/in K2=35 lb/in K=30 lb/in to +X
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Solve the following problem and SHOW YOUR COMPLETE SOLUTIONS. ILLUSTRATE THE FREE BODY DIAGRAM for better understanding.
The truss is supported by a pin at A and a roller at B and loaded with three equal loads ,F1=F2=F3=11kN. Calculate the support reactions FA and FB Find the forces in the members S2, S, and S11 using the method of sections.
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Problem 4 (Pro 2.60 Textbook): Construct the appropriate FBDS, and solve for the support reactions at A and C. |-8 kN 2.1 KH 2m 2.5m 3m 3m
To determine the reaction forces at supports on a horizontal beam by using the equations of equilibrium for a static application. As shown, beam ABC is supported by the roller at A and pin at C. The geometry of the beam is given by a=2.0a=2.0 ftft, b=7.0b=7.0 ftft, and c=12.0c=12.0 ftft. The applied forces are F1=1.50F1=1.50 kipkip and F2=2.00F2=2.00 kipkip. Force F1F1 is applied at an angle θ=60∘θ=60∘ with the horizontal. Neglect the weight of the beam.(Figure 1)
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Replace The pole is subjected to the two forces shown. Determine the components of reaction at the base A assuming it to be a ball-and-socket joint. (ANS: Ax = 32N, Ay = 107N, Az = 1280N, Max = 0, May = 0, Maz = 0) 4.5 m 2'm 450 30 20° F₂ = 450 N E D 3 m F₁ = 860 N B 6 m 4 m 6 m Prob. 5-90 6 m