SKRIPTA RIJEÅ ENIH ZADATAKA IZ OTPORNOSTI MATERIJALA

SKRIPTA RIJEÅ ENIH ZADATAKA IZ OTPORNOSTI MATERIJALA SKRIPTA RIJEÅ ENIH ZADATAKA IZ OTPORNOSTI MATERIJALA

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10. Zadatak Kruta greda AB obješena je o tri �eli�na štapa istog popre�nog presjeka površine 10 cm 2 . Dužina štapova je h = 1 m, s tim da je srednji štap (2) napravljen kra�i od projektirane dužine za � = 0,6 mm. Odrediti sile u štapovima i izduženje srednjeg štapa ako je izvršena prinudna montaža sustava. E l 1 1 A 1 = l = E 2 2 = l 3 A 2 = h = E 3 A 3 = EA S1h ∆l1 = ; ∆l2 EA S 2h = ; ∆l3 EA S3h = EA ∆l3 ∆l1 = ⇒ ∆l3 3a a S3h S1h = 3∆l1 ⇒ = 3 ⇒ S EA EA ∆l a ΣM S S ∆l ∆ − ∆l = 2a A = 90kN = 54kN ⇒ 2∆l = ∆ − ∆l = 3S K ( 1) S 2h S1h ⇒ = ∆ − 2 ⇒ S EA EA = 0 → S a − S 2a + S 3a = 0 ⇒ S = 2S − 3S K 3 S 2h 90 ⋅10 ⋅1, 00 = = 11 EA 2, 1⋅10 ⋅1⋅10 ( 3) −4 11 −3 ∆EA 6 ⋅10 ⋅ 2, 1⋅10 ⋅1⋅10 3 = c = = 126 ⋅10 N = 126kN h 1, 00 1 126 ( 1) , ( 2) → ( 3) ⇒ S1 = 2c − 4S1 − 9S1 → S1 = c = = 18kN 7 7 3 3 S1 → ( 1) ⇒ S3 = c = 126 = 54kN 7 7 2 5 S1 → ( 2) ⇒ S 2 = c − 2S1 = c − c = 126 = 90kN 7 7 S = 18kN 1 2 3 1 2 2 1 2 1 3 −3 2 1 −4 = 4, 3⋅10 m = 0, 4mm 3 2 1 3 2 ∆EA = − 2S1 K h ( 2) 12

11. Zadatak Cilindri�ni stup promjera 4 cm, dužine 120 cm optere�en je u presjecima (1), (2) i (3) na udaljenostima zi = 0; 40 i 80 cm (i=1,2,3) od slobodnog kraja aksijalnim silamaFi(i=1,2,3) = 15 kN, 10 kN i 5 kN. Izra�umati naprezanje u pojedinim dijelovima stupa i pomak slobodnog kraja. E = 2 ⋅10 d = 4cm L L = 120cm; l1 = l2 = l3 = l = = 40cm 3 2 2 −4 d π 4 ⋅10 π −4 2 A = = = 12, 56 ⋅10 m 4 4 K0 ≤ z < 40cm ( 1) N σ ( 1) ( 1) ( 2) N σ ( 2) ( 2) ( 3) N σ ( 3) ( 3) ∆l = ∆l k = ∆l ∆l ∆l N l AE N N ∆l = ∆l = −F = −15kN ( 1) A K40 ≤ z = −F − F = −25kN ( 2) A K80 ≤ z 1 2 3 = = = −F − F − F = −30kN = 1 ( 3) A = k ⋅ N + ∆l = k ⋅ N = k ⋅ N 1 5 1 1 1 1 MPa −15⋅10 = 12, 56 ⋅10 2 −8 3 ( 1) = 0, 159 ⋅10 ⋅ ( −15⋅10 ) −8 3 ( 2) = 0, 159 ⋅10 ⋅ ( − 25⋅10 ) −8 3 ( 3) = 0, 159 ⋅10 ⋅ ( − 30 ⋅10 ) + ∆l < 80cm − 25⋅10 = 12, 56 ⋅10 3 < 120cm − 30 ⋅10 = 12, 56 ⋅10 2 2 2 2 + ∆l + ∆l 3 3 3 = 3 −4 3 −4 3 −4 l AE N m 2 N m 2 N m 2 3 ( N ( 1) + N ( 2) + N ( 3) ) = ∑ k ⋅ N ( i ) i= 1 = −0, 112mm = −12 ⋅10 6 = −24 ⋅10 Pa = −12MPa 6 = −20 ⋅10 Pa = −20MPa 0, 4 = = 0, 159 ⋅10 −4 11 12, 56 ⋅10 ⋅ 2 ⋅10 6 = = = Pa = −24MPa −8 m N −2, 415⋅10 −4, 00 ⋅10 −4, 80 ⋅10 −5 −5 −5 m = −0, 024mm m = −0, 04mm m = −0, 048mm 13

11. Zadatak<br />

Cilindri�ni stup promjera 4 cm, dužine 120 cm optere�en je u presjecima (1), (2) i (3) na<br />

udaljenostima zi = 0; 40 i 80 cm (i=1,2,3) od slobodnog kraja aksijalnim silamaFi(i=1,2,3) = 15 kN,<br />

10 kN i 5 kN.<br />

Izra�umati naprezanje u pojedinim dijelovima stupa i pomak slobodnog kraja.<br />

E = 2 ⋅10<br />

d = 4cm<br />

L<br />

L = 120cm;<br />

l1<br />

= l2<br />

= l3<br />

= l = = 40cm<br />

3<br />

2 2 −4<br />

d π 4 ⋅10<br />

π<br />

−4<br />

2<br />

A = = = 12,<br />

56 ⋅10<br />

m<br />

4 4<br />

K0<br />

≤ z < 40cm<br />

( 1)<br />

N<br />

σ<br />

( 1)<br />

( 1)<br />

( 2)<br />

N<br />

σ<br />

( 2)<br />

( 2)<br />

( 3)<br />

N<br />

σ<br />

( 3)<br />

( 3)<br />

∆l<br />

= ∆l<br />

k =<br />

∆l<br />

∆l<br />

∆l<br />

N<br />

l<br />

AE<br />

N<br />

N<br />

∆l<br />

= ∆l<br />

= −F<br />

= −15kN<br />

( 1)<br />

A<br />

K40<br />

≤ z<br />

= −F<br />

− F = −25kN<br />

( 2)<br />

A<br />

K80<br />

≤ z<br />

1<br />

2<br />

3<br />

=<br />

=<br />

= −F<br />

− F − F = −30kN<br />

=<br />

1<br />

( 3)<br />

A<br />

= k ⋅ N<br />

+ ∆l<br />

= k ⋅ N<br />

= k ⋅ N<br />

1<br />

5<br />

1<br />

1<br />

1<br />

1<br />

MPa<br />

−15⋅10<br />

=<br />

12,<br />

56 ⋅10<br />

2<br />

−8<br />

3<br />

( 1)<br />

= 0,<br />

159 ⋅10<br />

⋅ ( −15⋅10<br />

)<br />

−8<br />

3<br />

( 2)<br />

= 0,<br />

159 ⋅10<br />

⋅ ( − 25⋅10<br />

)<br />

−8<br />

3<br />

( 3)<br />

= 0,<br />

159 ⋅10<br />

⋅ ( − 30 ⋅10<br />

)<br />

+ ∆l<br />

< 80cm<br />

− 25⋅10<br />

=<br />

12,<br />

56 ⋅10<br />

3<br />

< 120cm<br />

− 30 ⋅10<br />

=<br />

12,<br />

56 ⋅10<br />

2<br />

2<br />

2<br />

2<br />

+ ∆l<br />

+ ∆l<br />

3<br />

3<br />

3<br />

=<br />

3<br />

−4<br />

3<br />

−4<br />

3<br />

−4<br />

l<br />

AE<br />

N<br />

m<br />

2<br />

N<br />

m<br />

2<br />

N<br />

m<br />

2<br />

3<br />

( N ( 1)<br />

+ N ( 2)<br />

+ N ( 3)<br />

) = ∑ k ⋅ N ( i )<br />

i=<br />

1<br />

= −0,<br />

112mm<br />

= −12<br />

⋅10<br />

6<br />

= −24<br />

⋅10<br />

Pa = −12MPa<br />

6<br />

= −20<br />

⋅10<br />

Pa = −20MPa<br />

0,<br />

4<br />

=<br />

= 0,<br />

159 ⋅10<br />

−4<br />

11<br />

12,<br />

56 ⋅10<br />

⋅ 2 ⋅10<br />

6<br />

=<br />

=<br />

=<br />

Pa = −24MPa<br />

−8<br />

m<br />

N<br />

−2,<br />

415⋅10<br />

−4,<br />

00 ⋅10<br />

−4,<br />

80 ⋅10<br />

−5<br />

−5<br />

−5<br />

m = −0,<br />

024mm<br />

m = −0,<br />

04mm<br />

m = −0,<br />

048mm<br />

13

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