Architecture
°ÇÃà Architecture


Reaction force, center point when uniform load is applied to continuous beam

ÀÛ¼ºÀÚ Uploader : orion ÀÛ¼ºÀÏ Upload Date: 2019-11-13º¯°æÀÏ Update Date: 2020-01-06Á¶È¸¼ö View : 340

When the uniform distribution load w (kN / m) acts on the continuous beam as shown in the figure, the reaction forces RA, RB, RC at the points A, B, and C are obtained as follows.

Since only vertical forces act, only vertical reactions occur.

Solve using the fact that the deflection ¥ä1 at the point B due to the uniform distribution load and the deformation ¥ä2 due to the reaction force RB are the same.

¥ä1 = 5*w*(2*L)^4 / (384*E*I) = 5*w*L^4 / (24*E*I)

¥ä2 = RB*(2*L)^3 / (48*E*I) = RB*L^3 / (6*E*I)

RB*L^3 / (6*E*I) = 5*w*L^4 / (24*E*I)

RB = 5*w*L / 4

Since RA = RC and RA+RB+RC = w*2*L,

2RA = w*2*L - 5*w*L/4

RA = 3*w*L/8

*** Âü°í¹®Çå[References] ***

RB = 5*w*L/4
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