SKRIPTA RIJEÅ ENIH ZADATAKA IZ OTPORNOSTI MATERIJALA
SKRIPTA RIJEÅ ENIH ZADATAKA IZ OTPORNOSTI MATERIJALA SKRIPTA RIJEÅ ENIH ZADATAKA IZ OTPORNOSTI MATERIJALA
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
- Page 1 and 2: GRA�EVINSKI FAKULTET SVEU�ILIŠ
- Page 3 and 4: 2. Zadatak Odrediti naprezanja u š
- Page 5 and 6: 4. Zadatak Odrediti naprezanja u š
- Page 7 and 8: 6. Zadatak Odrediti naprezanja u š
- Page 9 and 10: 9 cm m A E l S l cm m A E l S l MPa
- Page 11: 11 9. Zadatak ( ) ( ) ( ) ( ) MPa m
- Page 15 and 16: 15 Sile u štapovima : ( ) ( ) ( )
- Page 17 and 18: 17 Iz uvjeta ravnoteže sila : ( )
- Page 19 and 20: 15. Zadatak Za zadano stanje naprez
- Page 21 and 22: 16. Zadatak Za zadano stanje naprez
- Page 23 and 24: 17. Zadatak Plo�a je izložena dj
- Page 25 and 26: 20. Zadatak U to�ki A napregnutog
- Page 27 and 28: 22. Zadatak Pravokutna plo�ica di
- Page 29 and 30: 24. Zadatak Odrediti glavna napreza
- Page 31 and 32: 27. Zadatak Za optere�enje na tla
- Page 33 and 34: t 29. Zadatak Odrediti potreban bro
- Page 35 and 36: 31. Zadatak Metalna vilica i plo�
- Page 37 and 38: 37 33. Zadatak Odrediti potrebnu du
- Page 39 and 40: 39 Moment od sile FMi s obzirom na
- Page 41 and 42: ∆D ( 1) 1 ( 1−ν ) 1 1 ∆D 2 =
- Page 43 and 44: 43 b) Nosivost zakovice ( ) ( ) 2 m
- Page 45 and 46: 45 ( ) ( ) Nmm kNm U U I G M I G M
- Page 47 and 48: 47 ( ) ( ) ° − = → ° − =
- Page 49 and 50: ( 2) ⎛ M A − ⎜ ⎝ GI pI M A
- Page 51 and 52: 41. Zadatak Odrediti potrebne dimen
- Page 53 and 54: 42. Zadatak Za nosa� oblika I-pro
- Page 55 and 56: 55 Iz kriterija �vrsto�e za mak
- Page 57 and 58: 43. Zadatak Za nosa� zadan i opte
- Page 59 and 60: II. podru�je: 2.2 m < x < 4 m III
- Page 61 and 62: c) dimenzioniranje nosa�a -��
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