A round beam of length 14-in is simply supported at A and D. The beam is loaded in torsion and with transverse loads. The diameter of the beam is 1.5in. Calculate the principal stresses and the max shear stress at the mostcritical point in the beam. solve from tan theta = 4/3 then theta =tan inverse(4/3) = 53.13 degree solve from theta for other force of 600 lb is theta = 45 degrees Then solve for each reactions, bending moment My, bending moment Mz and the maximum bending moment and maximum stress along x axis. And also calucalate the principle stresses and the maximum shear stress at the most crictical point in the beam. Show everything with proper digaram with step by step solution and give me right answer. And I will surely upvote for you and subscribe it
A round beam of length 14-in is simply supported at A and D. The beam is loaded in torsion and with transverse loads. The diameter of the beam is 1.5in. Calculate the principal stresses and the max shear stress at the mostcritical point in the beam.
solve from tan theta = 4/3 then theta =tan inverse(4/3) = 53.13 degree
solve from theta for other force of 600 lb is theta = 45 degrees
Then solve for each reactions, bending moment My, bending moment Mz and the maximum bending moment and maximum stress along x axis.
And also calucalate the principle stresses and the maximum shear stress at the most crictical point in the beam.
Show everything with proper digaram with step by step solution and give me right answer. And I will surely upvote for you and subscribe it.
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