Two circular shafts are joined together between fixed supports to resist a torsional moment of 80 kN-m as shown. Determine the absolute value of the maximum torsional shear stress of the hollow steel shaft (in MPa). 8o IN-m Sm shcel helau tiraler D I00 me D 80 mm dhuminum Selid circalar D= 35 my G- 1S0 EP

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Two circular shafts are joined together between fixed supports to resist a torsional moment of
80 kN-m as shown. Determine the absolute value of the maximum torsional shear stress of the
hollow steel shaft (in MPa).
Sm
stcel
duminum
Selid circalar
D= 35 my
G- D G
6 I00 me
D 80 mm
G- IS0 EP
Transcribed Image Text:Two circular shafts are joined together between fixed supports to resist a torsional moment of 80 kN-m as shown. Determine the absolute value of the maximum torsional shear stress of the hollow steel shaft (in MPa). Sm stcel duminum Selid circalar D= 35 my G- D G 6 I00 me D 80 mm G- IS0 EP
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