column made of a circular bar

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Determine the critical load for a pinned-end column made of a circular bar of AISI
1020 hot-rolled steel. The diameter of the bar is 20 mm, and its length is 800 mm.

 

Material
AISI no.
1020
1020
1020
1040
1040
1040
1040
1040
1040
1040
1080
1080
1080
114]
1141
1141
1141
1141
1141
4140
4140
4140
4140
4140
5160
5160
5160
5160
5160
Condition
Annealed
Hot-rolled
Cold-drawn
Annealed
Hot-rolled
Cold drawn
WOT 700
WQT 900
WQT 1100
WQT 1300
Annealed.
OQT 700
OQT 900
OQT 1100
OQT 1300
Annealed
Cold-drawn
OQT 700
OQT 900
OQT 1100
OQT 1300
Annealed
OOT 700
OQT 900
OOT 1100
OQT 1300
Annealed
OQT 700
OQT 900
OQT 1100
OQT 1300
Ultimate
strength, s.
57
65
75
75
90
127
118
107
87
189
179
145
117
193
146
116
94
187
118
105
196
149
115
MP
448
517
517
621
876
738
614
1303
807
772
1331
1007
800
648
1593
1289
1014
814
724
1813
1351
1027
793
Yield
strength, s,
43
48
64
51
60
82
93
90
80
54
141
103
70
51
95
172
212
173
131
101
40
179
132
100
MPa
296
331
352
565
641
621
552
372
972
710
483
1186
409
414
1462
1193
903
276
1234
910
710
*Other properties approximately the same for all carbon and alloy steels
Modulus of elasticity in tension - 30000000 psi (207 GPa)
Modulus of elasticity in shear = 11 500 000 psi (80 GPa)
Density 0.283 lb./in² (7680 kg/m²)
"OOT means oil-quenched and tempered. WQT means water-quenched and tempered.
Percent
elongation
36
36
20
25
16
19
17
14
15
28
12
15
18
23
17
9
12
17
23
Transcribed Image Text:Material AISI no. 1020 1020 1020 1040 1040 1040 1040 1040 1040 1040 1080 1080 1080 114] 1141 1141 1141 1141 1141 4140 4140 4140 4140 4140 5160 5160 5160 5160 5160 Condition Annealed Hot-rolled Cold-drawn Annealed Hot-rolled Cold drawn WOT 700 WQT 900 WQT 1100 WQT 1300 Annealed. OQT 700 OQT 900 OQT 1100 OQT 1300 Annealed Cold-drawn OQT 700 OQT 900 OQT 1100 OQT 1300 Annealed OOT 700 OQT 900 OOT 1100 OQT 1300 Annealed OQT 700 OQT 900 OQT 1100 OQT 1300 Ultimate strength, s. 57 65 75 75 90 127 118 107 87 189 179 145 117 193 146 116 94 187 118 105 196 149 115 MP 448 517 517 621 876 738 614 1303 807 772 1331 1007 800 648 1593 1289 1014 814 724 1813 1351 1027 793 Yield strength, s, 43 48 64 51 60 82 93 90 80 54 141 103 70 51 95 172 212 173 131 101 40 179 132 100 MPa 296 331 352 565 641 621 552 372 972 710 483 1186 409 414 1462 1193 903 276 1234 910 710 *Other properties approximately the same for all carbon and alloy steels Modulus of elasticity in tension - 30000000 psi (207 GPa) Modulus of elasticity in shear = 11 500 000 psi (80 GPa) Density 0.283 lb./in² (7680 kg/m²) "OOT means oil-quenched and tempered. WQT means water-quenched and tempered. Percent elongation 36 36 20 25 16 19 17 14 15 28 12 15 18 23 17 9 12 17 23
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For the Problem-1, determine the critical load if column ends are fixed instead of
pinned

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For the Problem-1, determine the critical load if its length is 700 mm

 

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