SAMPLE PROBLEM 1: Properties of W 30 x 116 d = 762 mm A W 30 x 116 beam has the top flange restrained against lateral displacement and rotation and has an unstiffened web. A point load is applied to the top flange at 2m from one support. The beam spans 12m. Use A 36 steel with yield strength of Fy = 248MPa. bf = 266.7 mm K = 41.28 mm tf = 21.59 mm USE tw = 14.33 mm LRFD 1.) Compute the maximum value of the point load that maybe applied without web yielding occurring. 2.) Compute the maximum value of the point load which maybe applied without web crippling occurring. 3.) Compute the maximum value of the point load which maybe applied without side sway buckling occurring.
SAMPLE PROBLEM 1: Properties of W 30 x 116 d = 762 mm A W 30 x 116 beam has the top flange restrained against lateral displacement and rotation and has an unstiffened web. A point load is applied to the top flange at 2m from one support. The beam spans 12m. Use A 36 steel with yield strength of Fy = 248MPa. bf = 266.7 mm K = 41.28 mm tf = 21.59 mm USE tw = 14.33 mm LRFD 1.) Compute the maximum value of the point load that maybe applied without web yielding occurring. 2.) Compute the maximum value of the point load which maybe applied without web crippling occurring. 3.) Compute the maximum value of the point load which maybe applied without side sway buckling occurring.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES - STEEL DESIGN
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![SAMPLE PROBLEM 1:
Properties of W 30 x 116
d = 762 mm
bf=266.7 mm
A W 30 x 116 beam has the top flange restrained against lateral displacement and rotation and
has an unstiffened web. A point load is applied to the top flange at 2m from one support. The
beam spans 12m. Use A 36 steel with yield strength of Fy = 248MPa.
K = 41.28 mm
tf = 21.59 mm
USE
tw = 14.33 mm
LRFD
1.) Compute the maximum value of the point load that maybe applied without web yielding
occurring.
2.) Compute the maximum value of the point load which maybe applied without web
crippling occurring.
3.) Compute the maximum value of the point load which maybe applied without side sway
buckling occurring.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb22c6c44-3724-449b-8744-a8f8c979039c%2F9bd63637-337f-465e-b17c-7c9df12d197a%2Fjivi2x_processed.jpeg&w=3840&q=75)
Transcribed Image Text:SAMPLE PROBLEM 1:
Properties of W 30 x 116
d = 762 mm
bf=266.7 mm
A W 30 x 116 beam has the top flange restrained against lateral displacement and rotation and
has an unstiffened web. A point load is applied to the top flange at 2m from one support. The
beam spans 12m. Use A 36 steel with yield strength of Fy = 248MPa.
K = 41.28 mm
tf = 21.59 mm
USE
tw = 14.33 mm
LRFD
1.) Compute the maximum value of the point load that maybe applied without web yielding
occurring.
2.) Compute the maximum value of the point load which maybe applied without web
crippling occurring.
3.) Compute the maximum value of the point load which maybe applied without side sway
buckling occurring.
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