7 Part 2 of 2 0.1 points Required information Two cover plates, each 7.5 mm thick, are welded to a W460 x 74 beam as shown. The allowable normal stress for both the beam and the plates is all = 150 MPa. Given: w = 41 kN/m S=1460 × 103 mm³ for W460 × 74 Moment of inertia of the beam = 333 × 106 mm³ x eBook Hint Print References A D พ 8 m- E 7.5 mm B W460 x 741 Determine the required value of the width of the plates. (Round the final answer to its nearest whole number.) The required value of the width of the plates is [ mm. my

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)
Section: Chapter Questions
Problem 8.5.11P: The hollow drill pipe for an oil well (sec figure) is 6,2 in. in outer diameter and 0.75 in. in...
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7
Part 2 of 2
0.1
points
Required information
Two cover plates, each 7.5 mm thick, are welded to a W460 x 74 beam as shown. The allowable normal stress for both
the beam and the plates is all = 150 MPa.
Given: w = 41 kN/m
S=1460 × 103 mm³ for W460 × 74
Moment of inertia of the beam = 333 × 106 mm³
x
eBook
Hint
Print
References
A
D
พ
8 m-
E
7.5 mm
B
W460 x 741
Determine the required value of the width of the plates. (Round the final answer to its nearest whole number.)
The required value of the width of the plates is [
mm.
my
Transcribed Image Text:7 Part 2 of 2 0.1 points Required information Two cover plates, each 7.5 mm thick, are welded to a W460 x 74 beam as shown. The allowable normal stress for both the beam and the plates is all = 150 MPa. Given: w = 41 kN/m S=1460 × 103 mm³ for W460 × 74 Moment of inertia of the beam = 333 × 106 mm³ x eBook Hint Print References A D พ 8 m- E 7.5 mm B W460 x 741 Determine the required value of the width of the plates. (Round the final answer to its nearest whole number.) The required value of the width of the plates is [ mm. my
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