Consider the beam with overhanging ends loaded by the three concentrated forces as shown. The beam is simply supported and of T-type cross-section, as shown. The material is gray cast iron having allowable working stress in the tension of 5000 lb/sq.in and in compression of 20,000 lb/sq.in. Determine the maximum allowable value of P. The moment of inertia is 104 in4.
Consider the beam with overhanging ends loaded by the three concentrated forces as shown. The beam is simply supported and of T-type cross-section, as shown. The material is gray cast iron having allowable working stress in the tension of 5000 lb/sq.in and in compression of 20,000 lb/sq.in. Determine the maximum allowable value of P. The moment of inertia is 104 in4.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Consider the beam with overhanging ends loaded by the three concentrated forces as shown. The beam is simply supported and of T-type cross-section, as shown. The material is gray cast iron having allowable working stress in the tension of 5000 lb/sq.in and in compression of 20,000 lb/sq.in. Determine the maximum allowable value of P. The moment of inertia is 104 in4.
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