Problem 3 100 kips 4 in. Two forces are applied to a rolled-steel beam as shown. Select a W- shape to support the loading shown with a 1.6 factor of safety. Check combination of stresses at points a, b, and c. 20 kips 24 in. Look for the most economical option. Use the Yield Criteria for ductile materials as failure theory (also known as Tresca's failure theory). ----- ---- ---- ---
Problem 3 100 kips 4 in. Two forces are applied to a rolled-steel beam as shown. Select a W- shape to support the loading shown with a 1.6 factor of safety. Check combination of stresses at points a, b, and c. 20 kips 24 in. Look for the most economical option. Use the Yield Criteria for ductile materials as failure theory (also known as Tresca's failure theory). ----- ---- ---- ---
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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