The moment acting on the cross section of the unequal-leg angle has a magnitude of 15 kN-m and is oriented as shown in the figure. All stresses are positive if tensile and negative if compressive. Assume a = 245 mm, b = 175 mm and t = 24 mm. Determine (a) the bending stress at point H. (b) the bending stress at point K.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The moment acting on the cross section of the unequal-leg angle has a magnitude of 15 kN-m and is oriented as shown in the figure. All stresses are positive if tensile and negative if compressive. Assume = 245 mm, = 175 mm and = 24 mm.

Determine

(a) the bending stress at point H.
(b) the bending stress at point K.
(c) the maximum tension and the maximum compression bending stresses in the cross section.
(d) the orientation β of the neutral axis relative to the +z axis.

(a) σH=   MPa

(b) σK=   MPa

(c) σmaxT=   MPa 

σmaxC=        MPa

(d) β=     °

b
K
H
M
a
(tуp.)
Transcribed Image Text:b K H M a (tуp.)
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