b 10 t S M = 25 kNm 30° pp. y t Z b = 100 mm h = 200 mm t = 8 mm 20 2> Z Ch t IN

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter11: Columns
Section: Chapter Questions
Problem 11.2.15P: Repeat Problem 11.2-14 using L = 12 ft, ß = 0.25 kips/in., ßRl= 1.5ßL2, and ßR2= 2 ßR1.
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In the bending of a U-profile beam, the load path passes through the torsional center C, causing a moment of 25 kNm at the cross-section under consideration. Additionally, the beam is subjected to an axial tensile force of 100 kN at the centroid.

Determine the maximum absolute normal stress.
(Check hint: approximately 350 MPa, but where?)

b
10
t
S
M = 25 kNm
30°
pp.
y
t
Z
b = 100 mm
h = 200 mm
t = 8 mm
20
2>
Z
Ch
t
IN
Transcribed Image Text:b 10 t S M = 25 kNm 30° pp. y t Z b = 100 mm h = 200 mm t = 8 mm 20 2> Z Ch t IN
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