Included table in case if needed 2/ 8100%+| 日の2.Compute the bearing stress at the mating surfaces A, B, C and D.28 kip16 x 16 steel plateW8x10 steelwide-flange beamВ16 x 16 steel plate30-in square concreteCompact Gravel5-ft 0-in square concreteDNOV22étv AAa 7 / 891%+ | 日の-A-14 Typical properties of aluminum alloys."Ultimate strength, s,Yield strength, s,Shear strength, susAlloy andtemperPercentksiMPaksiMPaelongationksiMPaAlloys in wrought form161100-H12110151032510691100-H1824165221521513902014-027186149718181242014-T4624274229020382622014-T6704836041413422903003-0161106414011763003-H1219131181242012833003-H18292002718610161105154-0352411711727221525154-H32392693020715221525154-H38483313926910281936061-0181248.553012836061-T4352412114525241656061-T6453104027617302077075-0332281510316221527075-T683572735031148331Casting alloys-permanent mold castings204.0-T44833129200206.0-T66544559405356.0-T6412833020710*Modulus of elasticity E varies for different aluminum alloys:For most alloys, including 1100, 3003, 6061, 6063, E = 10 x 10 psi (69.0 GPa).For alloy 2014, E = 10.6 x 10 psi (73.1 GPa).For alloy 5154, E = 10.2 x 10 psi (70.3 GPa).For alloy 7075, E =10.4 x 10 psi (71.7 GPa).Density of most aluminum alloys is approximately 0.100 lb /in. (2770 kg/m).NOV22A Aatv| ||

This problem is related to geotechnical engineering topic of Foundation and Footing . In this…

Compute the bearing stress at the mating surfaces A, B, C and D. 28 kip 16 x 16 steel plate W8x10 steel A wide-flange beam 16 x 16 steel plate C 30-in square concrete Compact Gravel 5-ft 0-in square concrete D

Compute the bearing stress at the mating surfaces A, B, C and D. 28 kip 16 x 16 steel plate W8x10 steel A wide-flange beam 16 x 16 steel plate C 30-in square concrete Compact Gravel 5-ft 0-in square concrete D

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Included table in case if needed

2/ 8
100%
+| 日の
2.
Compute the bearing stress at the mating surfaces A, B, C and D.
28 kip
16 x 16 steel plate
W8x10 steel
wide-flange beam
В
16 x 16 steel plate
30-in square concrete
Compact Gravel
5-ft 0-in square concrete
D
NOV
22
étv A
Aa

7 / 8
91%
+ | 日の
-
A-14 Typical properties of aluminum alloys."
Ultimate strength, s,
Yield strength, s,
Shear strength, sus
Alloy and
temper
Percent
ksi
MPa
ksi
MPa
elongation
ksi
MPa
Alloys in wrought form
16
1100-H12
110
15
103
25
10
69
1100-H18
24
165
22
152
15
13
90
2014-0
27
186
14
97
18
18
124
2014-T4
62
427
42
290
20
38
262
2014-T6
70
483
60
414
13
42
290
3003-0
16
110
6
41
40
11
76
3003-H12
19
131
18
124
20
12
83
3003-H18
29
200
27
186
10
16
110
5154-0
35
241
17
117
27
22
152
5154-H32
39
269
30
207
15
22
152
5154-H38
48
331
39
269
10
28
193
6061-0
18
124
8.
55
30
12
83
6061-T4
35
241
21
145
25
24
165
6061-T6
45
310
40
276
17
30
207
7075-0
33
228
15
103
16
22
152
7075-T6
83
572
73
503
11
48
331
Casting alloys-permanent mold castings
204.0-T4
48
331
29
200
206.0-T6
65
445
59
405
356.0-T6
41
283
30
207
10
*Modulus of elasticity E varies for different aluminum alloys:
For most alloys, including 1100, 3003, 6061, 6063, E = 10 x 10 psi (69.0 GPa).
For alloy 2014, E = 10.6 x 10 psi (73.1 GPa).
For alloy 5154, E = 10.2 x 10 psi (70.3 GPa).
For alloy 7075, E =10.4 x 10 psi (71.7 GPa).
Density of most aluminum alloys is approximately 0.100 lb /in. (2770 kg/m).
NOV
22
A Aa
tv
| ||

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