3- Knowing that 160 MPa and Fa=100 MPa, (a) select the most economical metric wide- %3! flange shape that should be used to support the loading shown. (b) Determine the values to be expected for om Emr and the principal stress mas at the junction of a flange and the web of the selected beam. (Hint: Review Sample Problems 8.1 and 8.2) 275 kN В C D A 275 kN 3.6 m T:5 m 15 m that the

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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wegan en
3- Knowing that all 160 MPa and Fal 100 MPa, (a) 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 om Em and the principal stress max at the junction of a flange and the web of the
selected beam. (Hint: Review Sample Problems 8.1 and 8.2)
275 kN
В
C
D
A
275 kN
-3.6 m
T.5 m
1.5 m
ant iron hracket shown. Knowing that the
Transcribed Image Text:wegan en 3- Knowing that all 160 MPa and Fal 100 MPa, (a) 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 om Em and the principal stress max at the junction of a flange and the web of the selected beam. (Hint: Review Sample Problems 8.1 and 8.2) 275 kN В C D A 275 kN -3.6 m T.5 m 1.5 m ant iron hracket shown. Knowing that the
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