Architecture
°ÇÃà Architecture


Simple beam, distributed load, deflection at center

ÀÛ¼ºÀÚ Uploader : metalheart ÀÛ¼ºÀÏ Upload Date: 2019-11-23º¯°æÀÏ Update Date: 2019-12-16Á¶È¸¼ö View : 405

As shown in the figure, when the distributed load w (kN / m) is applied to a simple beam of length L (m), the deflection amount vmax (mm) at the center point of the beam is obtained as follows.

The amount of deflection vx (mm) at a distance x from the point A is

vx = -(w*x/(24*EI))*(L-x)(L^2+L*x-x^2)

If you apply MPa for the unit of E and the cm^4 for unit of I,

((kN/m)*m/(1000*kN/m^2*(0.01m)^4))*m^3 = 10^5*m

If the unit of vx is expressed in mm,

vx = -(w*x/(24*EI))*(L-x)*(L^2+L*x-x^2)*10^8

The amount of deflection at the center point is when x = L / 2 and the amount of deflection at this point is maximum.

vmax = -(w*(L/2)/(24*EI))*(L-L/2)*(L^2+L*L/2-(L/2)^2)*10^8

vmax = -(5/(384*EI))*w*L^4*10^8


*** Âü°í¹®Çå[References] ***

vmax = -(5/(384*E*I))*w*L^4*10^8
ÀÛ¼ºÀÚÀÇ ¼ö½Ä±×¸²ÀÌ ¾ø½À´Ï´Ù. No picture for this formula
º¯¼ö¸í Variable º¯¼ö°ª Value º¯ ¼ö ¼³ ¸í Description of the variable


¡Ø ÀÌ »çÀÌÆ®´Â ±¤°í¼öÀÍÀ¸·Î ¿î¿µµË´Ï´Ù.

¡Ú ·Î±×ÀÎ ÈÄ ¼ö½ÄÀÛ¼º ¹× Áñ°Üã±â¿¡ Ãß°¡ÇÒ ¼ö ÀÖ½À´Ï´Ù.
¡Ú To make new formula or to add this formula in your bookmark, log on please.


ÄÚ¸àÆ®

´ñ±Û ÀÔ·Â