The shear center of the U-section element given in the figure below is shown with S and its geometric center G. Since a shear force of v=10 kN acts from the geometric center of the section, how many MPa is the total maximum shear stress (formed by the effect of shear force and torsion moment) (Note). :c1=c2 =0,333) (All thicknesses in U- section are 4 mm each) 150 mm 100 mm G աա է ww 40 mm

Structural Analysis
6th Edition
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Chapter2: Loads On Structures
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The shear center of the U-section element
given in the figure below is shown with S
and its geometric center G. Since a shear
force of v=10 kN acts from the geometric
center of the section, how many MPa is the
total maximum shear stress (formed by the
effect of shear force and torsion moment)
(Note). :c1=c2 =0,333) (All thicknesses in U-
section are 4 mm each)
150 mm
100 mm
աս է
աա է
40 mm
Transcribed Image Text:The shear center of the U-section element given in the figure below is shown with S and its geometric center G. Since a shear force of v=10 kN acts from the geometric center of the section, how many MPa is the total maximum shear stress (formed by the effect of shear force and torsion moment) (Note). :c1=c2 =0,333) (All thicknesses in U- section are 4 mm each) 150 mm 100 mm աս է աա է 40 mm
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