8.5 and 8.6 the mc to supp for Ou and th 250 kN 250 kN 250 kN B D E 0.9 m 0.9 m 0.9 m 0.9 m Fig. P8.5
8.5 and 8.6 the mc to supp for Ou and th 250 kN 250 kN 250 kN B D E 0.9 m 0.9 m 0.9 m 0.9 m Fig. P8.5
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Solve 8.5 please
Do Not ShortCut the Static, V(x), and M(x) Analyses
What Criteria Are Used to
Determine if an I Beam can be Used?
What Equations Describe the Required Values? What Information is Required?
![8.5 and 8.6 (a) Knowing that oa = 160 MPa and Tall = 100 MPa, select
the most economical metric wide-flange shape that should be used
to support the loading shown. (b) Determine the values to be expected
for am, Tm, and the principal stress omax at the junction of a flange
and the web of the selected beam.
250 kN 250 kN 250 kN
|275 kN
В
B
D
E
A
D
275 kN
3.6 m
0.9 m
0.9 m
0.9 m
0.9 m
1.5 m
1.5 m
Fig. P8.5
Fig. P8.6](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3be34433-2f1e-44d6-bf46-8a0771b960a1%2F97b87db1-5384-40d6-a09f-809333ee3f80%2Fkoxbd7w_processed.jpeg&w=3840&q=75)
Transcribed Image Text:8.5 and 8.6 (a) Knowing that oa = 160 MPa and Tall = 100 MPa, select
the most economical metric wide-flange shape that should be used
to support the loading shown. (b) Determine the values to be expected
for am, Tm, and the principal stress omax at the junction of a flange
and the web of the selected beam.
250 kN 250 kN 250 kN
|275 kN
В
B
D
E
A
D
275 kN
3.6 m
0.9 m
0.9 m
0.9 m
0.9 m
1.5 m
1.5 m
Fig. P8.5
Fig. P8.6
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