simple beam with a span of 16 ft carries a total dead load of 3000 lb and a total live load of 4000 lb in addition to the beam weight. These loads are all uniformly distributed on the beam span. Deflection is limited to 0.6 inch under the total load. Design the beam using Douglas fir-larch, Dense select structural grade, by the ASD method.
simple beam with a span of 16 ft carries a total dead load of 3000 lb and a total live load of 4000 lb in addition to the beam weight. These loads are all uniformly distributed on the beam span. Deflection is limited to 0.6 inch under the total load. Design the beam using Douglas fir-larch, Dense select structural grade, by the ASD method.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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11) A simple beam with a span of 16 ft carries a total dead load of 3000 lb and a total live load of 4000 lb in addition to the beam weight. These loads are all uniformly distributed on the beam span. Deflection is limited to 0.6 inch under the total load. Design the beam using Douglas fir-larch, Dense select structural grade, by the ASD method.
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