BC3.0EFG40 kN[m]3.03.03.0Fackverket belastas med en punktlast i G enligt figuren. Bestäm normalkraften i stängernaBC, BF och EF.

Answered: B C 3.0 E F G 40 kN [m] 3.0 3.0 3.0…

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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Q. for case 3 the end of the fin is insulated so that dT/dx=0 at x=L. and then e-mx emx 1+e-2mL 1+e2mL Prove that e¯mx emx 1+e-2mL 1+e2mL cosh [m(L - x)] cosh m L
need this question's free body diagram
nel 21 3 coltelumie bas gailsboMaster-IDEM Consider the following diagram and find the homogeneous transformations e H, H and H₂ then show that H₂ = HH₂. Wenge 20PORSAPO U insbute ei bnal Awolad woda ei olilqms laantiinsqo won an Insmira otams 10tom of Naslov huqu sulay lenit ad stadeoleo mstava aid ol lagie teqni Z₂ Y2 (ber)VE X2 45° √2 1 Yo a R= [0.7803 erit d oil rinot boileju 00r-V Y₁ с 803 0.1268 2 Zo 101- xo (2005) (e (q 011 (4 b) Assume that the following matrix R is a rotational matrix. Determine a, b and c using the properties of rotation matrices. 14001-8 0.35361 0.6124 0.3536 0.70711 woled novig el lugiuo (1)ed bas tugai (3)p diw rasteva losino lovel bispil A (et 2
II. A circular column is made of concrete [E. 4.2(10³)ksi] while being reinforced with six steel rods [Est = 29 (10³)ksi]. It is acted upon 4 in. - 30 kip by an axial force of 30 kip as shown in the figure to the right. Each rod has a diameter of 0.85 in. 3 ft Solve for the following: a) Force in each steel rod, Pst b) Force in the concrete, P. c) Stress in each steel rod, Ost = kip kip %3D ksi d) Stress in the concrete, oc = ksi
How are equations 1 and 2 combined to that? Especially, where does the (n-1)/n comes from
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Number 16
Please find the Grashof classification and the Barker classification of the two four-bars: (NOTE: distances are in non-dimensional units. Can use inches or cm) P1) L1=d=4, theta1=0 degrees, L2=a=1.6, theta2=60 degrees, L3=b=5.5, L4=c=4.5 P1) L1=d=1, theta1=0 degrees, L2=a=1.25, theta2=120 degrees, L3=b=1.5, L4=c=2 Please also draw the four-bars to estimate the unknown angles theta3 and theta4.
The state of stress at a point in an engine piston is given in the x-y-z coordinates by: 90 180 xx ху XZ [6]=0, |180 240 0 MPa ух yy yz 120 ZX zy Using the matrix transformation law, determine the state of stress at the same point for an element rotated about the x-axis (in the y-z plane) 60° clockwise from its original position. Calculate the stress invariants and write the characteristic equation for the original state of stress, Calculate the deviatoric invariants for the original state of stress, Calculate the principal stresses and the absolute maximum shear stress at the point. What are the stress invariants and the characteristic equation for the transformed state of stress, а. b. С. d. BRE
the question is in the picture
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Find the axial stress (Subscript[\[Sigma], z]) and axial strain (Subscript[\[Epsilon], z]) for a thick-walled circular pipe subjected to an internal pressure Subscript[p, i] for the following three cases:a) the pipe is long and open (plane strain)b) the pipe is short and open (plane stress)c) the pipe is is closedExpress the above solutions in terms of the pressure Subscript[p, i], the the pipe inner and outer radii and the material constants.

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B C 3.0 E F G 40 kN [m] 3.0 3.0 3.0 Fackverket belastas med en punktlast i G enligt figuren. Bestäm normalkraften i stängerna BC, BF och EF.