**Transcription for Educational Website****Figure Description:**1. **Beam Diagram:** - A horizontal beam is shown with equidistant vertical lines along its length, indicating supports or points of interest. - Beam length: 16 feet.2. **Cross-Section Diagram:** - Cross-section width: 12 inches. - Cross-section height: 22 inches. - Reinforcement details: 4 rebars labeled as #8. - Cover from outer edge: 1.5 inches.**Calculations and Parameters:**- **Dead Load (WDL):** 2.0 kips per linear foot (klf), including self-weight.- **Construction Load (WCL):** 3.0 klf.- **Concrete Specifications:** - Normal Weight Concrete (NWC). - Specified compressive strength (f'c): 4000 psi. - Yield strength of reinforcing steel (fy): 60 ksi. - Number of rebars: n = 8.**Analysis Types:**1. \( \delta_{DL} \) - Deflection due to Dead Load.2. \( \delta_{LL} \) - Deflection due to Live Load.3. \( \delta_{DL+LL} \) - Combined deflection from Dead Load and Live Load.4. \( \delta_{\text{long-term}} \) - Long-term deflection after 4 years, assuming a continuous application of 25% of the live load for 48 months.

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Answered: 0) SPL (3) SDLTLL (2) SLL (4) S after 4…

Engineering

Civil Engineering

0) SPL (3) SDLTLL (2) SLL (4) S after 4 years assuming that 25% of the live load are continuously applied long-term

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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**Transcription for Educational Website**

**Figure Description:**
1. **Beam Diagram:**
- A horizontal beam is shown with equidistant vertical lines along its length, indicating supports or points of interest.
- Beam length: 16 feet.

2. **Cross-Section Diagram:**
- Cross-section width: 12 inches.
- Cross-section height: 22 inches.
- Reinforcement details: 4 rebars labeled as #8.
- Cover from outer edge: 1.5 inches.

**Calculations and Parameters:**
- **Dead Load (W<sub>DL</sub>):** 2.0 kips per linear foot (klf), including self-weight.
- **Construction Load (W<sub>CL</sub>):** 3.0 klf.
- **Concrete Specifications:**
- Normal Weight Concrete (NWC).
- Specified compressive strength (f'c): 4000 psi.
- Yield strength of reinforcing steel (f<sub>y</sub>): 60 ksi.
- Number of rebars: n = 8.

**Analysis Types:**
1. \( \delta_{DL} \) - Deflection due to Dead Load.
2. \( \delta_{LL} \) - Deflection due to Live Load.
3. \( \delta_{DL+LL} \) - Combined deflection from Dead Load and Live Load.
4. \( \delta_{\text{long-term}} \) - Long-term deflection after 4 years, assuming a continuous application of 25% of the live load for 48 months.

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Step 2: Evaluate basic cross-sectional properties

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Step 3: Locate neutral axis

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Step 4: Compute cracked moment of Inertia

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Step 5: Compute effective moment of Inertia

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Step 6: Determine instantaneous deflection

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Step 7: Compute sustained load deflection

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Step 8: Compute long term deflection

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