I've got a beam of Length 500mm under third point loading.
width = 100mm depth=100mm
Force at rupture is 6.627kN
change in length =0.000019m = 0.019mm
can someone help me with the Youngs modulus please
i'm getting 6.87 GPa... which seems a bit low for concrete? Although possible...
Homework Statement
ok so not sure I'm in the right place but worth asking! I have a beam which is fixed and then pinned in two places. Using macaulays method, am i supposed to work out the vertical reaction at both pins left of the cut?
Homework Equations
Here's a terrible drawing of...
Homework Statement
A 12 litre gas bottle is initially charged with air to 232 BAR at 30 C. What will be the new pressure in the bottle once it has cooled to 8 C?
A diver breathes from the gas bottle above, is working at a depth of 40m, and at a temperature of 8 C.
If the diver exhales...
Homework Statement
A steel strip of breadth 50 mm and depth 3 mm needs to be bent around a drum of diameter 4 m. What bending moment is required and what will be the maximum stress produced? The modulus of elasticity of the steel is 210 GPa
Homework Equations
\frac{M}{I}...
Stress/strain+general bending equation...
Homework Statement
A steel strip is to be bent around a drum of radius 1m. What is the maximum thickness of strip that can be bent in this way if the stress in the strip is not to exceed 100 MPa.
The steel has a modulus of elasticity of 210 GPa...
ok I am kinda struggling with the latex code... what a ballache! apologies if this is confusing
z=1/2√z & z=x4+1 = 4x3
then i get
4x3/2√x4+1
how does that look...?
ok cool, because i was doing some work on products and quotients and then got hit with these so was a little thrown.
thanks for your help!
ps Any help with (B) :p