**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 DescriptionThe 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 $. ### QuestionDetermine 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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Answered: For the footing shown below, determine…

Engineering

Civil Engineering

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

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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Concept explainers

Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.

Question

**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

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