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For the footing shown below, determine the eccentricity due to applied loading (if any) 8=20 P=250 kips = 4 BxL

For the footing shown below, determine the eccentricity due to applied loading (if any) 8=20 P=250 kips = 4 BxL

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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**Problem Statement:** For the footing shown below, determine the eccentricity due to applied loading (if any). **Diagram:** The diagram depicts a footing with the following details: - The load \( P = 250 \) kips is applied at an angle \(\theta = 20^\circ\). - The footing depth \( D_F = 4 \) feet. - A cross-section shows dimensions \( B \times L \) where \( B \) is the breadth and \( L \) is the length. - The load is applied away from the center, indicating potential eccentricity. **Options for Eccentricity:** - a. \( e = 1.368 \) feet - b. \( e = 10.989 \) feet - c. \( e = 1.456 \) feet - d. \( e = 0 \) feet **Choose the appropriate eccentricity value based on the setup and calculations.** --- Educational websites can include this type of problem to help students understand concepts related to structural engineering and load eccentricity.
Transcribed Image Text:**Problem Statement:** For the footing shown below, determine the eccentricity due to applied loading (if any). **Diagram:** The diagram depicts a footing with the following details: - The load \( P = 250 \) kips is applied at an angle \(\theta = 20^\circ\). - The footing depth \( D_F = 4 \) feet. - A cross-section shows dimensions \( B \times L \) where \( B \) is the breadth and \( L \) is the length. - The load is applied away from the center, indicating potential eccentricity. **Options for Eccentricity:** - a. \( e = 1.368 \) feet - b. \( e = 10.989 \) feet - c. \( e = 1.456 \) feet - d. \( e = 0 \) feet **Choose the appropriate eccentricity value based on the setup and calculations.** --- Educational websites can include this type of problem to help students understand concepts related to structural engineering and load eccentricity.
For the footing shown below, identify the eccentricity due to applied loading (if any). ### Diagram Description The diagram consists of a side view and a plan view of a footing. - **Side View**: - A load, designated as \( P = 250 \) kips, is applied at a vertical angle of \( \theta = 20^\circ \). - The horizontal distance from the vertical line of action of the load to the center line of the footing may cause eccentricity. - The depth of the footing is labeled as \( D_F = 4' \). - The dimensions of the footing are shown as \( B \times L \). - **Plan View**: - The rectangular plan view represents the top view of the footing with lengths \( B \) and \( L \). ### Question Determine the type of eccentricity present in the setup based on the diagram: - a. Two-way eccentricity - b. One-way eccentricity in B-direction - c. No eccentricity - d. One-way eccentricity in L-direction
Transcribed Image Text:For the footing shown below, identify the eccentricity due to applied loading (if any). ### Diagram Description The diagram consists of a side view and a plan view of a footing. - **Side View**: - A load, designated as \( P = 250 \) kips, is applied at a vertical angle of \( \theta = 20^\circ \). - The horizontal distance from the vertical line of action of the load to the center line of the footing may cause eccentricity. - The depth of the footing is labeled as \( D_F = 4' \). - The dimensions of the footing are shown as \( B \times L \). - **Plan View**: - The rectangular plan view represents the top view of the footing with lengths \( B \) and \( L \). ### Question Determine the type of eccentricity present in the setup based on the diagram: - a. Two-way eccentricity - b. One-way eccentricity in B-direction - c. No eccentricity - d. One-way eccentricity in L-direction
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