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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 G աա է ww 40 mm

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
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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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