Question #2: Calculate the maximum load P that the beam shown can carry based on plastic moment Mr. Assume a yield stress Fr of 40,000 psi. Neglect the weight of the beam. P - 3" Diam. hole 6" |3'-0" 3'-0" 3'-0"| 7. SIMPLE BEAM: TWO EQUAL CONCENTRATED LOADS SYMMETRICALLY PLACED R=V. M max (between loads) M, (when x
Question #2: Calculate the maximum load P that the beam shown can carry based on plastic moment Mr. Assume a yield stress Fr of 40,000 psi. Neglect the weight of the beam. P - 3" Diam. hole 6" |3'-0" 3'-0" 3'-0"| 7. SIMPLE BEAM: TWO EQUAL CONCENTRATED LOADS SYMMETRICALLY PLACED R=V. M max (between loads) M, (when x
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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