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ÿþ q. q l l l 2 l l l Przyjmujemy oznaczenia podpór: A i B cyframi: 1, 2, 3 i 4. q 2 1 3 A l 4 l B l 2 l l l A A RA MA. B B VB i pozioma HB q W1 = W2 = q l = 2 ql. W1 W2 MA I RA 2 1 3 A l 4 l HB y B VB l l l l l x czterech niewiadomych: MA, RA, VB i HB VB = 0 : VB q l = 0 Ò! VB = 4 ql "Piy i I W2 3 l l 10 l V2 I 2 3 H2 1 sin = l 10 3 4 cos = l l 10 S1 B 2 I S1 B 4 V2 i H2 2 2 2 I S1 W2 V2 I 2 3 H2 l S1 4 S1 l l B 2 I 2 10 I S1 l W2 l = 0 Ò! S1 = ql "M = 0 : i2 3 i B. 90o l 1 sin = S2 S1 5 2l 5 l 2 cos = 5 HB VB 2 S2 B B pozioma HB S1 S1 jej 90o l 1 sin = 5 S2 2l 5 l 2 S1 cos = 5 HB VB S1 B. 11 B + S1 = 0 Ò! HB = ql "P = 0 : VB HB S1 i 3 i RA "P = 0 : RA + HB = 0 Ò! RA = 11 ql ix 3 i Moment podporowy MA B. W = W1 + W2 = 4 ql MA 2 11 1 3 A C RA = ql 3 l 4 l 11 HB = ql B 3 VB = 4 ql l l l l l 14 RA l MA W l = 0 Ò! MA = ql2 "M = 0 : iB 3 i C. "M = 0 : HB l VB l MA + W l = 11 ql l ql l ( 14 ql2 ) + 4 ql l = iC 3 3 i 22 14 = ql2 ql2 + ql2 + 8 ql2 = 0 3 3 3

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