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Reaction force of a structure with ends hinged

ÀÛ¼ºÀÚ Uploader : orion ÀÛ¼ºÀÏ Upload Date: 2019-11-05º¯°æÀÏ Update Date: 2020-01-14Á¶È¸¼ö View : 332

Type1 Type2
Find the reaction force of the structure where both ends are hinged as shown.

load : P1, P2 (kN)
distance : L1, L2, L3, L4 (m)
height : H1, H2 (m)
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Since the sum of the moments (clockwise +) at points A and B is zero, the following is established.

¢²MA = 0 = L1*P1 + (L1+L2+L3)*P2 + (L1+L2+L3+L4)*VC + H2*HC

VC and HC represent the vertical and horizontal reactions at point C, respectively.

From the hinge B to the hinge C,

¢²MB = 0 = L3*P2 + (L3+L4)*VC + (H1+H2)*HC

In the second equation,

HC = -(L3*P2 + (L3+L4)*VC)/(H1+H2)

Thus, solving by substituting this into the first equation,

L1*P1 + (L1+L2+L3)*P2 + (L1+L2+L3+L4)*VC - H2*(L3*P2 + (L3+L4)*VC)/(H1+H2) = 0

Let H=H1+2 and L=L1+L2+L3+L4, then,





L*Vc - H2*(L3+L4)*VC)/H = H2*L3*P2/H - L1*P1 - (L1+L2+L3)*P2

(L-H2*(L3+L4)/H)*VC = H2*L3*P2/H - L1*P1 - (L1+L2+L3)*P2



¡Ø Direction of VC ( + : ¡é, - :¡è )



¡Ø Direction of HC ( + : ¡ç, - : ¡æ)

ÁöÁ¡ A ¿¡¼­ÀÇ ¼öÁ÷¹Ý·Â°ú ¼öÆò¹Ý·ÂÀ» VA, HA ¶ó Çϸé, ¢²¼öÁ÷·Â = 0 À̹ǷÎ,



¡Ø Direction of VA ( + : ¡é, - :¡è )

Since ¢²(horizontal forces) = 0, then,



¡Ø Direction of HC ( + : ¡ç, - : ¡æ)
¡Ø ÀÌ »çÀÌÆ®´Â ±¤°í¼öÀÍÀ¸·Î ¿î¿µµË´Ï´Ù.

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