**Design a One-Way Slab for Inside an RC Building** 1. **Material Details:** - **Concrete:** Normal Weight Concrete (NWC) - **Compressive Strength (f'c):** 3000 psi - **Steel Grade:** Grade 60 steel reinforcement (rebars) 2. **Slab Specifications:** - **Thickness:** 6 1/2 inches 3. **Loads Applied:** - **Additional Dead Load (WDL):** 40 psf applied to the self-weight - **Live Load (WLL):** 100 psf 4. **Span Details:** - **Span Length:** 15 feet - **Fixed-Pinned Support Condition** This design is aimed at determining the appropriate size and reinforcement of a one-way slab that is part of a reinforced concrete (RC) building structure.

Design a One-Way Slab for Inside an RC Building 1. Material Details: - Concrete: Normal Weight Concrete (NWC) - Compressive Strength (f'c): 3000 psi - Steel Grade: Grade 60 steel reinforcement (rebars) 2. Slab Specifications: - Thickness: 6 1/2 inches 3. Loads Applied: - Additional Dead Load (WDL): 40 psf applied to the self-weight - Live Load (WLL): 100 psf 4. Span Details: - Span Length: 15 feet - Fixed-Pinned Support Condition This design is aimed at determining the appropriate size and reinforcement of a one-way slab that is part of a reinforced concrete (RC) building structure.

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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