Recent content by defdek

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    Effective length of steel column

    http://img268.imageshack.us/img268/4821/98922663.jpg Uploaded with ImageShack.us Effective length: x-x axis = 1 x 6500mm y-y axis = 1 x 5000mm do i have the right effective length?
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    Fluid flow and momentum equation. Do I have the right equation?

    It is same as this one: http://www.engineeringtoolbox.com/forces-pipe-bends-d_968.html but i just change the bend direction
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    Fluid flow and momentum equation. Do I have the right equation?

    F is a force and R is a resultant force. http://www.engineeringtoolbox.com/forces-pipe-bends-d_968.html Im using this information but I change its direction
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    Fluid flow and momentum equation. Do I have the right equation?

    http://img89.imageshack.us/img89/3914/unled23g.png F1x+F3x = density x Q(Vx2 – Vx1) F1x = -Rx F3x= (pressure 1 x area 1) + (Pressure 2 x area 2) (Cos B) F1y+F3y = density x Q(Vy2 – Vy1) F1y = -Ry F3y = (Pressure 2 + Area 2)(Cos B) So is it: Rx= (pressure 1 x area 1) + (Pressure 2 x area 2) (Cos...
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    Fluid flow and momentum equation. Do I have the right equation?

    http://img89.imageshack.us/img89/3914/unled23g.png Uploaded with ImageShack.us F1x+F3x = density x Q(Vx2 – Vx1) F1x = -Rx F3x= (pressure 1 x area 1) + (Pressure 2 x area 2) (Cos B) F1y+F3y = density x Q(Vy2 – Vy1) F1y = -Ry F3y = (Pressure 2 + Area 2)(Cos B) So is it: Rx= (pressure 1 x area...
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    Strength of materials (Euler Theory)

    A bar of length 4m when used as simply supported beam and subjected to a uniform distribution load of 30kN/m over whole span, deflects 15 mm at the center. Determine the crippling loads when it is used as a column with following end conditions. a)both ends pin-jointed b)One end fixed and other...
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    Strength of materials (shear and moment)

    Oh I didnt see that. Thank you so much... :D
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    Strength of materials (shear and moment)

    R at B = 5.0625 R at A = 8.5kN-5.0625kN=3.4375kN x/0.9375=(0.5-x)/4.5625 x=15/176 but moment near x there i get different from both side: from A = 2.431kNm from B = 2.346kNm is there something wrong?
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    Please check my answer. Do I have the right one?

    The original question: 2 steel rods and copper each of 20mm diameter together support a load of 20 kN. Find the stresses in the rod. Take E for steel and copper as 2.05 GN/m^2 and 1.10 GN/m^2. l=FL/AE for steel l=(20kN)(2m)/(0.0003141x3)(2.05 GN/m^2)=0.021 stress= lE/L=(0.021m)(2.05...
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    Elasticity,stress, and strain questions

    1. A 3.0-mm2 cross sectional area metal rod is stretched by 0.4 mm when a certain stretching force is applied to it. Another rod of the same length and metal but of a cross sectional of twice as large is stretched by the same amount of force. Calculate the stretching in the second wire. the...
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