in x lb/ft Area (in²) W12x336 W12x305 W12x279 W12x252 98.8 89.6 81.9 74.1 W12x230 W12x210 W12x190 55.8 W12x170 W12x152 44.7 67.7 61.8 50 d (in) 16.82 16.32 15.85 15.41 15.05 14.71 14.38 14.03 13.71 y tw → bf (in) 13.385 13.235 13.14 13.005 12.895 12.79 12.67 12.57 12.48 I I beam Section Modulus Vy I beam Section Modulus Vx H beam Section Modulus Vx ← H beam Section Modulus Vy -bf - tf (in) 2.955 2.705 2.47 2.25 2.07 1.9 1.735 1.56 1.4 tw (in) 1.775 1.625 1.53 1.395 1.285 1.18 1.06 0.96 0.87 Ixx (in4) lyy (in4) 4060 1190 3550 1050 3110 937 2720 2420 2140 1890 1650 1430 828 The beams utilized in this fabrication project are W 12 x 152 What is the expression for the section modulus that should be used in determining maximum normal stress due to bending? Match the term to the description: [Choose ] 742 [Choose ] 664 589 517 454 ✓ [Choose ] lyy/(bf/2) where y is horizontal lyy/(bf/2) Ixx/(d/2) where x is vertical Ixx/(d/2)

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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help!! match them

in x lb/ft Area (in²)
W12x336
W12x305 89.6
W12x279
W12x252
98.8
81.9
74.1
W12x230
W12x210
W12x190 55.8
W12x170
W12x152 44.7
67.7
61.8
50
d (in)
16.82
16.32
15.85
15.41
15.05
14.71
14.38
14.03
13.71
y
tw →
bf (in)
13.385
13.235
13.14
13.005
12.895
12.79
12.67
12.57
12.48
I
I beam Section Modulus Vy
I beam Section Modulus Vx
H beam Section Modulus Vx
←
H beam Section Modulus Vy
-bf -
tf (in)
2.955
2.705
2.47
2.25
2.07
1.9
1.735
1.56
1.4
tw (in)
1.775
1.625
1.53
1.395
1.285
1.18
1.06
0.96
0.87
Ixx (in4) lyy (in4)
4060
1190
3550
1050
3110
937
2720
2420
2140
1890
1650
1430
828
The beams utilized in this fabrication project are W 12 x 152
What is the expression for the section modulus that should be used in determining maximum
normal stress due to bending?
Match the term to the description:
[Choose ]
742
[Choose ]
664
589
517
454
✓ [Choose ]
lyy/(bf/2) where y is horizontal
lyy/(bf/2)
Ixx/(d/2) where x is vertical
Ixx/(d/2)
Transcribed Image Text:in x lb/ft Area (in²) W12x336 W12x305 89.6 W12x279 W12x252 98.8 81.9 74.1 W12x230 W12x210 W12x190 55.8 W12x170 W12x152 44.7 67.7 61.8 50 d (in) 16.82 16.32 15.85 15.41 15.05 14.71 14.38 14.03 13.71 y tw → bf (in) 13.385 13.235 13.14 13.005 12.895 12.79 12.67 12.57 12.48 I I beam Section Modulus Vy I beam Section Modulus Vx H beam Section Modulus Vx ← H beam Section Modulus Vy -bf - tf (in) 2.955 2.705 2.47 2.25 2.07 1.9 1.735 1.56 1.4 tw (in) 1.775 1.625 1.53 1.395 1.285 1.18 1.06 0.96 0.87 Ixx (in4) lyy (in4) 4060 1190 3550 1050 3110 937 2720 2420 2140 1890 1650 1430 828 The beams utilized in this fabrication project are W 12 x 152 What is the expression for the section modulus that should be used in determining maximum normal stress due to bending? Match the term to the description: [Choose ] 742 [Choose ] 664 589 517 454 ✓ [Choose ] lyy/(bf/2) where y is horizontal lyy/(bf/2) Ixx/(d/2) where x is vertical Ixx/(d/2)
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