Influence Lines 1. A point load of 5 kips is applied to a 10' cantilever beam. The load is applied anywhere on the beam. What is the worst shear experienced by the beam (absolute value in kips)? 2. A point load of 5 kips is applied to a 10' long cantilever beam. The load is applied anywhere on the beam. What is the worst moment experienced by the beam (absolute value in kip-ft)? 3. A point load of 5 kips is applied to a 20' long cantilever beam. The load is applied anywhere on the beam. What is the largest possible reaction (absolute value in kip)?
Influence Lines 1. A point load of 5 kips is applied to a 10' cantilever beam. The load is applied anywhere on the beam. What is the worst shear experienced by the beam (absolute value in kips)? 2. A point load of 5 kips is applied to a 10' long cantilever beam. The load is applied anywhere on the beam. What is the worst moment experienced by the beam (absolute value in kip-ft)? 3. A point load of 5 kips is applied to a 20' long cantilever beam. The load is applied anywhere on the beam. What is the largest possible reaction (absolute value in kip)?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:**Influence Lines**
1. A point load of 5 kips is applied to a 10' cantilever beam. The load is applied anywhere on the beam. What is the worst shear experienced by the beam (absolute value in kips)?
2. A point load of 5 kips is applied to a 10' long cantilever beam. The load is applied anywhere on the beam. What is the worst moment experienced by the beam (absolute value in kip-ft)?
3. A point load of 5 kips is applied to a 20' long cantilever beam. The load is applied anywhere on the beam. What is the largest possible reaction (absolute value in kip)?
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