3- Shaft ABC is composed of two segments: segment AB, which is hollow-core; and segment BC, which is solid. Each end is attached to circular plate, which is fixed to the surroundings via five 8 mm diameter bolts. If the permissible shear stress on the bolts is 150 MPa, what is the maximum allowable value of torque T applied at point B? 16mm End View holes for 8mm bolts or Is this where the It is coming from? hollow-core 0.5m Perspective View Is this where neget the & from? JAB JBC (104)=15708 mm4 (1084)=9274 mmt B T 0 solid Im assuming this is from the somon? Zona for -How do we rane bolt failing in shear P=50.27 (150)=7540N get this Tend=5 Pr=5(7540)20 = 150,800 N·mm (= 150.8 KN-m) value?
3- Shaft ABC is composed of two segments: segment AB, which is hollow-core; and segment BC, which is solid. Each end is attached to circular plate, which is fixed to the surroundings via five 8 mm diameter bolts. If the permissible shear stress on the bolts is 150 MPa, what is the maximum allowable value of torque T applied at point B? 16mm End View holes for 8mm bolts or Is this where the It is coming from? hollow-core 0.5m Perspective View Is this where neget the & from? JAB JBC (104)=15708 mm4 (1084)=9274 mmt B T 0 solid Im assuming this is from the somon? Zona for -How do we rane bolt failing in shear P=50.27 (150)=7540N get this Tend=5 Pr=5(7540)20 = 150,800 N·mm (= 150.8 KN-m) value?
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.2.6P
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Im still confused since we didn't end up with the same final values as the photo. Its showing TA = 0.5415 but in the photo TA is set to 0.4585. Please help me out to understand
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