Abeam consisting of a Hem Fir No. 1 6 × 10 section withE = 1,300,000 psi spans 18 ft and carries two concentrated loads. Oneload is 1800 lb and is placed at 3 ft from one end of the beam, and theother load is 1200 lb, placed at 6 ft from the opposite end of the beam.Find the maximum deflection due only to the concentrated loads.
Abeam consisting of a Hem Fir No. 1 6 × 10 section withE = 1,300,000 psi spans 18 ft and carries two concentrated loads. Oneload is 1800 lb and is placed at 3 ft from one end of the beam, and theother load is 1200 lb, placed at 6 ft from the opposite end of the beam.Find the maximum deflection due only to the concentrated loads.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Abeam consisting of a Hem Fir No. 1 6 × 10 section with
E = 1,300,000 psi spans 18 ft and carries two concentrated loads. One
load is 1800 lb and is placed at 3 ft from one end of the beam, and the
other load is 1200 lb, placed at 6 ft from the opposite end of the beam.
Find the maximum deflection due only to the concentrated loads.
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