Compute the minimum net area of the section shown below 2½ in 5 in 2½ in 2 in 3 in 3 in C10 × 30 7/8-in bolts
Compute the minimum net area of the section shown below 2½ in 5 in 2½ in 2 in 3 in 3 in C10 × 30 7/8-in bolts
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Transcribed Image Text:Compute the minimum net area of the section shown below.
2½ in
5 in
2½ in
2 in 3 in 3 in
led
C10 × 30
7/8-in bolts
![1-38
kl
TX--
k
ml
C15x50
X40
XX33.9
C12x30
X25
C5x9
tencleno T
aalhoor Area,
Shape
A
QUEENT
C10x30
X
X6.7
eo
Xp
PNA
C4x7.25
X6.25
x5.4
x4.5
in.2
2
20.7 6.08
-X d
bf
Web Web
Thickness, tw
2
tw
in.nl
in.
Choco
in.
15.0 15 0.716 11/16 3/8
Depth,
d
8.81 12.0
7.34 12.0
6.08 12.0
Ouitar
8.81 10.0
14.7
11.8 15.0 15 0.520 2
10.0 15.0 15 0.400 3/8
I
3.59
2.87
7.00
C7x14.75 4.33 7.00 7
00X12.25 3.59 7.00
7.00 7
×9.8
7.00 7
C6x138 3.82 6.00 6
x10.5
x8.2
3.07 6.00 6
2.39 6.00 6
(beun Table 1-5 eldsT
C-Shapes
Dimensions
00X25
X20
x15.3
C9x20
x15
x13.4
C8x18.75 5.51 8.00 8 0.487 2 1/4
x13.75 4.03 8.00 8 0.303 5/16 3/16
x11.5 3.37 8.00 8 0.220 14 18
C3x6
1.76
X5
1.47
×4.1 1.20 3.00
x3.5
7.35 10.0
10 0.526
10 0.526 12 14
TERZ
5.87 10.0 10
0.379 3/8 3/16
4.48 10.0
10.0 10 0.240 1/4 18
TRAJNO
5.87 9.00 9 0.448
4.40 9.00 9 0.285
3.94 9.00 9 0.233
3660
12 0.510 1/2
1/4 3.17 318
12 0.387 3/8 3/16 3.05 3
2.94 3
Lagin
12 0.282 5/16 3/16
for
10
senere
0.673 11/16 3/8
22bf
in.
3.72 334
1/4 3.52 32
3/16 3.40 338
16 14
5/16 3/16
1/4 1/8
1994
0.419 7/16 1/4
0.314 5/16 3/16
0.210 3/16 18
Width,
0.437 7/16 14
0.314 5/16 3/16
0.200 3/16 18
0.325 5/16 3/16
0.190 3/16 18
Flange lange
Average
Thickness,
tf
in.
2318AIDIMENSIONS AND PROPERTIES
012
2.53 212 0.390 38
w
3.03 3 0.436 716 1/16
2.89 278 0.436 7/16 1/16
2.74 234 0.436 7/16 1/16
2.60 258 0.436 7/16 1/16
2.65 258 0.413 7/16 1
2.49 22 0.413 716 1
2.43 238
0.413 716 1
15/16
15/16
15/16
2.34 238 0.390 3/8
21/4
2.26
214
0.390 3/8
in. in.
0.650 5 1716 1218
0.650 58 17/16
0.650 5/8 1716
0.501 12 18
0.501 12 1/8
0.501 12 1/8
0.366 3/8
0.366 3/8
0.366 38
portal
k T
2.30 24
2.19 2/4
2.09 28
2.16 28
2.03 2
1.92 1/8
1.89 178 0.320 5/16 3/4
1.75 134 0.320 5/16 3/4
HO
0.343 5/16
0.343 5/16
0.343 5/16
0.343 5/16
78
7/8
78
2.64 5.00 5
1.97 5.00 5
2.13 4.00 4 0.321 5/16 3/16 1.72 13/4 0.296 5/16 3/4
1.84 4.00 4 0.247 148 1.65 15 0.296 5/16 3/4
1.58 4.00 4 0.184 3/16 18 1.58 158 0.296 5/16 3/4
1.34 4.00 4
0.125 1/8 1/16 1.52 1/2 0.296 5/16
3/4
Distance
11/16
3.00
11/16
3 0.356 3/8 3/16 1.60 158 0.273 14
3.00 3 0.258 14 1/8 1.50 112 0.273 14
3.00 3 0.170 3/16 1/8 1.41 13 0.273 14
11/16
1.09 3.00 3 0.132 8 1/16 1.37 138 0.273 14 11/16
8
13/16 438
13/16
13/16
13/16
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
TUSAROSSER
7
das 1000
Work-Its
able
Gage
in.al
93/4 13/4[g] 1.01
C5 2.07 1.00
✓
312
3½
2½
214
2
2.dh
158
134[9]
134[9]
112 [9]
112 [9]
68 12[9]
138[g]
13/[g]
514 1/4[9]
112 [9]
13[9]
13[9]
13/8[9]
1½ [9]
1½ [g]
1/[9]
1 [g]
in. in.
800
1.17
14.4
1.15 14.4
1.13 14.4
ho
0.983 11.5
11.5
11.5
0.924 9.56
0.911
0.894
0.868
328
0.850
8.59
0.825
8.59
0.814 8.59
0.738
0.722
0.698
0.800
7.61
0.774
7.61
0.756 7.61
The
0.689
0.669
0.643
9.56
2011-
9.56
9.56
6.63
26.63
6.63
5.66
5.66
5.66
0.616 4.68
0.584
4.68
0.563
3.70
0.549 3.70
0.528 3.70
0.506
3.70
(9) The actual size, combination, and orientation of fastener components should be compared with the geometry of the cross
section to ensure compatibility.
- Indicates flange too narrow to establish a workable gage.
0.519
2.73
0.496 2.73
0.469 2.73
0.456
2.73
DIME
Nomi-She
Ct
G
nal
WŁ
lb/ft
50 0.5
0.2
40
33.9 0.8
30
0.
25 0.
20.7 0.
and
30
25
0
20 0
15.3 0
i
20
0
15
C
13.4 C
18.75 C
13.75
11.5
13
14.75
12.25
9.8
10.5
8.2
0.
9
6.7
7.25
6.25
5.4
65
4.5
5
3.5](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F80f68602-e7c3-4a20-8aeb-8cee1d99b673%2F2c4cdf98-81eb-497b-ac87-960459da4794%2Feexqqrs_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1-38
kl
TX--
k
ml
C15x50
X40
XX33.9
C12x30
X25
C5x9
tencleno T
aalhoor Area,
Shape
A
QUEENT
C10x30
X
X6.7
eo
Xp
PNA
C4x7.25
X6.25
x5.4
x4.5
in.2
2
20.7 6.08
-X d
bf
Web Web
Thickness, tw
2
tw
in.nl
in.
Choco
in.
15.0 15 0.716 11/16 3/8
Depth,
d
8.81 12.0
7.34 12.0
6.08 12.0
Ouitar
8.81 10.0
14.7
11.8 15.0 15 0.520 2
10.0 15.0 15 0.400 3/8
I
3.59
2.87
7.00
C7x14.75 4.33 7.00 7
00X12.25 3.59 7.00
7.00 7
×9.8
7.00 7
C6x138 3.82 6.00 6
x10.5
x8.2
3.07 6.00 6
2.39 6.00 6
(beun Table 1-5 eldsT
C-Shapes
Dimensions
00X25
X20
x15.3
C9x20
x15
x13.4
C8x18.75 5.51 8.00 8 0.487 2 1/4
x13.75 4.03 8.00 8 0.303 5/16 3/16
x11.5 3.37 8.00 8 0.220 14 18
C3x6
1.76
X5
1.47
×4.1 1.20 3.00
x3.5
7.35 10.0
10 0.526
10 0.526 12 14
TERZ
5.87 10.0 10
0.379 3/8 3/16
4.48 10.0
10.0 10 0.240 1/4 18
TRAJNO
5.87 9.00 9 0.448
4.40 9.00 9 0.285
3.94 9.00 9 0.233
3660
12 0.510 1/2
1/4 3.17 318
12 0.387 3/8 3/16 3.05 3
2.94 3
Lagin
12 0.282 5/16 3/16
for
10
senere
0.673 11/16 3/8
22bf
in.
3.72 334
1/4 3.52 32
3/16 3.40 338
16 14
5/16 3/16
1/4 1/8
1994
0.419 7/16 1/4
0.314 5/16 3/16
0.210 3/16 18
Width,
0.437 7/16 14
0.314 5/16 3/16
0.200 3/16 18
0.325 5/16 3/16
0.190 3/16 18
Flange lange
Average
Thickness,
tf
in.
2318AIDIMENSIONS AND PROPERTIES
012
2.53 212 0.390 38
w
3.03 3 0.436 716 1/16
2.89 278 0.436 7/16 1/16
2.74 234 0.436 7/16 1/16
2.60 258 0.436 7/16 1/16
2.65 258 0.413 7/16 1
2.49 22 0.413 716 1
2.43 238
0.413 716 1
15/16
15/16
15/16
2.34 238 0.390 3/8
21/4
2.26
214
0.390 3/8
in. in.
0.650 5 1716 1218
0.650 58 17/16
0.650 5/8 1716
0.501 12 18
0.501 12 1/8
0.501 12 1/8
0.366 3/8
0.366 3/8
0.366 38
portal
k T
2.30 24
2.19 2/4
2.09 28
2.16 28
2.03 2
1.92 1/8
1.89 178 0.320 5/16 3/4
1.75 134 0.320 5/16 3/4
HO
0.343 5/16
0.343 5/16
0.343 5/16
0.343 5/16
78
7/8
78
2.64 5.00 5
1.97 5.00 5
2.13 4.00 4 0.321 5/16 3/16 1.72 13/4 0.296 5/16 3/4
1.84 4.00 4 0.247 148 1.65 15 0.296 5/16 3/4
1.58 4.00 4 0.184 3/16 18 1.58 158 0.296 5/16 3/4
1.34 4.00 4
0.125 1/8 1/16 1.52 1/2 0.296 5/16
3/4
Distance
11/16
3.00
11/16
3 0.356 3/8 3/16 1.60 158 0.273 14
3.00 3 0.258 14 1/8 1.50 112 0.273 14
3.00 3 0.170 3/16 1/8 1.41 13 0.273 14
11/16
1.09 3.00 3 0.132 8 1/16 1.37 138 0.273 14 11/16
8
13/16 438
13/16
13/16
13/16
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
TUSAROSSER
7
das 1000
Work-Its
able
Gage
in.al
93/4 13/4[g] 1.01
C5 2.07 1.00
✓
312
3½
2½
214
2
2.dh
158
134[9]
134[9]
112 [9]
112 [9]
68 12[9]
138[g]
13/[g]
514 1/4[9]
112 [9]
13[9]
13[9]
13/8[9]
1½ [9]
1½ [g]
1/[9]
1 [g]
in. in.
800
1.17
14.4
1.15 14.4
1.13 14.4
ho
0.983 11.5
11.5
11.5
0.924 9.56
0.911
0.894
0.868
328
0.850
8.59
0.825
8.59
0.814 8.59
0.738
0.722
0.698
0.800
7.61
0.774
7.61
0.756 7.61
The
0.689
0.669
0.643
9.56
2011-
9.56
9.56
6.63
26.63
6.63
5.66
5.66
5.66
0.616 4.68
0.584
4.68
0.563
3.70
0.549 3.70
0.528 3.70
0.506
3.70
(9) The actual size, combination, and orientation of fastener components should be compared with the geometry of the cross
section to ensure compatibility.
- Indicates flange too narrow to establish a workable gage.
0.519
2.73
0.496 2.73
0.469 2.73
0.456
2.73
DIME
Nomi-She
Ct
G
nal
WŁ
lb/ft
50 0.5
0.2
40
33.9 0.8
30
0.
25 0.
20.7 0.
and
30
25
0
20 0
15.3 0
i
20
0
15
C
13.4 C
18.75 C
13.75
11.5
13
14.75
12.25
9.8
10.5
8.2
0.
9
6.7
7.25
6.25
5.4
65
4.5
5
3.5
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