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)?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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