What is the maximum concentrated load that can be applied at the end of an embedded hollow pipe, made of AISI 1020 steel? Take 10.16 cm for the outside diameter, and 6.35 cm for the inside diameter. The length of the pipe is 183 cm. Its maximum deflection must not exceed 5.08 cm. Neglect the weight of the pipe. Answer 22816 N
What is the maximum concentrated load that can be applied at the end of an embedded hollow pipe, made of AISI 1020 steel? Take 10.16 cm for the outside diameter, and 6.35 cm for the inside diameter. The length of the pipe is 183 cm. Its maximum deflection must not exceed 5.08 cm. Neglect the weight of the pipe. Answer 22816 N
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
What is the maximum concentrated load that can be applied at the end of an embedded hollow pipe, made of AISI 1020 steel? Take 10.16 cm for the outside diameter, and 6.35 cm for the inside diameter. The length of the pipe is 183 cm. Its maximum deflection must not exceed 5.08 cm. Neglect the weight of the pipe.
Answer 22816 N
Transcribed Image Text:AISI
Steel lozo
AISE Steet
1045
Composition
→
Irn
Composition
Acier Cr-Ni
Stainless Acier inoxydable 304
steel
Fer forge
Fonte cl. 20
Fonte cl. 40
Fonte cl. 60
Al 3003-H14
Al 6061-T6
Al 6351-T6
Al 7075-T6
Alumininium
6061
Acier AISI 1020
Acier AISI 1045
Acier AISI 1095
Acier G40.21
Acier 0.6 % C
Acier 3,5% Ni
Tableau B.1: Propriétés physiques de quelques matériaux,
Ultimate limits Elastic limits Characteristic propreties
Limites ultimes
Limites élastiques
Alliage Mg
Laiton
συτ.
συς
Tu
MPa MPa MPa
448
448
655
655
979
979
448
448
760
760
895
579
324
138
276
414 1172
310
290
538
393
290
421
760
895
579
324
552
205
OLET OLEC
MPa
345 310
483
414
724
572
345
310
415
380
583
450
262
221
379
448
241
193
97
145
207
276
170 255
317
462
255
140
275
338
205
345
TLE
MPa MPa
310
414
372
310
380
760
241
193
195
225
250
205
450
50
150
110
Propriétés caractéristiques
G
GPa
79
79
79
79
77
77
E
GPa
207
207
207
207
200
200
200
190
193
76
110
131
69
69
72
72
103
45
103
77
76
69
31
38
55
26
26
27
28
39
18
40
a
-6
x106/C
11,7
11,7
11,7
11,7
11,7
11,7
11.7
17,3
11,5
11,3
11,3
11,3
23,2
23,6
23,6
23,6
16,6
18,7
fl
0,288
0,288
0,288
0,288
0,288
0,288
0.288
0,305
0,278
0,270
0,270
0,270
0.330
0,330
0.330
0,330
0,355
0,340
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