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Influence Lines 0.5 -0.5 -1 15 Location of Load (ft) 10 20 25 30 35 40 Reaction at A (unitless)

Influence Lines 0.5 -0.5 -1 15 Location of Load (ft) 10 20 25 30 35 40 Reaction at A (unitless)

Structural Analysis
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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Influence Lines 1 0.5 -0.5 -1 10 15 20 25 30 35 40 Location of Load (ft) 1. Determine the reaction at A in kips due to a load of 10 kips placed at 10 ft. 2. Determine the reaction at A in kips due to a load of 10 kips placed at 30 ft. 3. Determine the reaction at A in kips due to the following load group: 4 kips at 15' 2 kips at 18' 2 kips at 21' Determine the reaction at A in kips due to a uniform load of 0.4 kips/ft placed over the whole beam. Recall that areas can be positive or negative. 5. What is the largest possible reaction in kips (absolute value) due to a uniform load of 0.6 kips/ft that can be placed anywhere on the beam? 4. Reaction at A (unitless)
Transcribed Image Text:Influence Lines 1 0.5 -0.5 -1 10 15 20 25 30 35 40 Location of Load (ft) 1. Determine the reaction at A in kips due to a load of 10 kips placed at 10 ft. 2. Determine the reaction at A in kips due to a load of 10 kips placed at 30 ft. 3. Determine the reaction at A in kips due to the following load group: 4 kips at 15' 2 kips at 18' 2 kips at 21' Determine the reaction at A in kips due to a uniform load of 0.4 kips/ft placed over the whole beam. Recall that areas can be positive or negative. 5. What is the largest possible reaction in kips (absolute value) due to a uniform load of 0.6 kips/ft that can be placed anywhere on the beam? 4. Reaction at A (unitless)
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