Truss deformation
Hello,
I'm writing because I have a problem that I don't know how to solve.
I would be thankul if someone could help me solve this problem.
The problem is as follows:
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Hello,
I'm writing because I have a problem that I don't know how to solve.
I would be thankul if someone could help me solve this problem.
The problem is as follows:
Please hep me to obtain the general solution
xdy-[y+xy3(1+lnx)]dx=0
I've been trying to solve the following question for 2 days now and i can't seem to be able to. can someone help me please ?
For the beam shown in Figure 3, the support at A is fully fixed. The beam is tapered however you may consider it to be a beam of 3 varying sections.
Take:
Beam A to B as having 3 times the I value of beam D to end, Beam B to D as having 1.5 times the I value of beam D to end and Beam D to end is 310 UB 46.2 with I = 100 x 106 mm4. Tip: this may be easier to solve using superposition.
Help please.
(1+e^(x) y+x e^(x) y) dx + (x e^(x) + 2) dy=0
The radial stress p at distance r for the axis of the thick cylinder subjected to internal pressure is given by p + r (dp/dr) = A − p where A is a constant. If p = p0 at the inner wall r = r1 and is negligible (p = 0) at the outer wall r = r2 find an expression for p.
a soccer ball with mass 0.420 kg is initially moving with speed 2.00 m/s. a soccer player kicks the ball, exerting a constant force of magnitude 40.0 N in the same direction as the ball's motion. over what distance must the player's foot be in contact with the ball to increase the ball's speed to 6.00 m/s?
(1+x) (y' + y²)-y=0
Please help me again to solve this.
(e2y-ycosxy)dx-y(1-x2)dy=0
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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