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57 | 171 | By Jhun Vert 4 months 1 week ago |
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26 | 79 | By trigoing 1 month 2 weeks ago |
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74 | 207 | By fitzmerl duron 6 months ago |
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3 | 6 | By Jhun Vert 3 years 11 months ago |
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93 | 207 | By Anonymous (not verified) 1 year 8 months ago |
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7 | 34 | By fitzmerl duron 4 months 2 weeks ago |
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Unanswered Posts
Bolt Calculation
Can you help me to solve bolt calculate? how can I find document and exercises? Please help me.
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homogenous
v((2v^2) u -3) du + (3u^2) (v^2) - 3u + 4v) dv = 0
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line organisation
What is line organisation and line and staff organisation
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Differential Equation xdy-[y+xy^3(1+lnx)]dx=0
Please hep me to obtain the general solution
xdy-[y+xy3(1+lnx)]dx=0
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could it be solvable?
Help me for the solution of this problem:
What should be the maximum dimensions of a rectangular open box of a given volume V?
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Differential Equation
find a general solution
dx/dy =[ -2x (csc 2y – 2x3 cos 2y)] / sec 2y
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Need this badly today
A 400N weight starts down a 300 incline with an initial velocity of 4m/s. What is the velocity of the weight after 10 seconds if F=0.20 for the incline?
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Problem of finite element analysis(urgent)
Consider the truss system shown in Fig. 2 modelled by three elements. The element numbers are shown in brackets. The node numbers are as indicated in the figure. Suppose that all the trusses have a cross sectional area of A = 0.1 m2 and Young’s modulus E = 70 GPa. Determine the displacements at all the nodes if the force P = 2000 N. The length L = 2 m.
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differential equation
The problem2x5y'=y(3x to the 4+y squred =0
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