hello guys, please help me with my assignment. thank you so much.
1. eliminate the arbituary constant on this eqn. y=C1e^2x+C2e^x+C3
2. evaluate and find the general solution of this eqn.
a. x sqrt1+y^2 dx - y sqrt1+x^2 dy=0
b. 2ycosxdx+3sinxdy = 0
thank you so much. god bless! ^_^
find the differential equation of a family of circles with fixed radius and tangent to the y-axis
Following is a discussion on the Reviewer item titled: 241 Finding the resultant of vertical forces acting on the Fink truss.
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The 5m uniform steel beam has a mass of 600 kg and is to be lifted from the ring at B with the two chains, AB of length 3m., and CB of length 4m. a.)Determine the tension T in chain AB when the beam is clear of the platform. b.) stress if the cross-sectional area is limited to 500 mm2.
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hi please help me with my assignement.
this beam made of steel with moduus youg of 300 gpa, cross sectional area A1 =10.10^-6 m2
A2 = 20. 10^-6 m2.
length L1 = 2m
Length L2 =1,8 m.
at he level that is very rigid ring mounted to apply the load F=8 KN.
questions :
1.calculate reaction pedestal points A and B
2. stresses that ocur in cross section A1 and A2
3. the displacement Point C.
Following is a discussion on the Reviewer item titled: Solution to Problem 130 Bearing Stress.
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Following is a discussion on the Reviewer item titled: Solution to Problem 113 Normal Stress.
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pano po i solve to the integral of (a^2/3-x^2/3)^2/3 dx
i hope matulungan nyo po ako..salamat po .:)
Following is a discussion on the Reviewer item titled: Problem 734 | Restrained beam with uniform load over half the span.
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Following is a discussion on the Reviewer item titled: Plane Trigonometry.
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