**Design Task for a Reinforced Concrete Slab**Design a 14-ft simply supported reinforced concrete slab to carry a uniform dead load (excluding self-weight) of 110 psf and a uniform live load of 90 psf, using the following parameters:1. Concrete compressive strength (f'c) = 4 ksi, steel yield strength (fy) = 60 ksi, adhering to ACI Code limitations.2. Use #4 bars for the Main steel, and #3 bars for the Temperature and Shrinkage steel.3. Ensure a rebar cover of 3/4 inch.Provide a detailed sketch of the slab showing its thickness, span, Main steel, and Temperature and Shrinkage steel with their spacings. **Design a 20-inch Wide Reinforced Concrete Rectangular Beam****Specifications:**1. **Span Length:** 32 ft 2. **Design Load:** - Dead Load (W_D) = 2 k/ft (excluding beam weight) - Live Load (W_L) = 1.8 k/ft - ρ = 1/2 ρ_b**Design Parameters:**1. **Assumed Beam Weight:** 640 lb/ft2. **Depth Adjustment:** - Round up the value of "d" to the nearest 0.5 inches - Use the formula h = d + 2.53. **Reinforcement:** - Use #10 bars for beam reinforcement - Yield Strength (f_y) = 60,000 psi - Concrete Strength (f'_c) = 4000 psi4. **Concrete Weight:** 150 lb/ft³**Instructions:**- **Sketch Requirements:** Provide a detailed sketch of the beam cross-section including the following: - Bar sizes and arrangement - Spacing of reinforcement bars - Ensure that the sketch is neat and clearly labeled.

Answered: Image /qna-images/answer/1ef5b8cb-1988-48cc-8cd7-8f3c8f251ca8.jpg

Design a 20-inch wide reinforced concrete rectangular beam having a simple span length of 32 ft, Wp=2 k/ft (not including beam weight), WL=1.8 k/ft and p=1/2 pb , using the following: 1- Assume beam weight=640 Ib/ft; 2- Round up the value of “d" to the nearest 0.5 inches, and use h=d+2.5; 3- Use #10 for beam reinforcement; fy=60,000 psi, f'c=4000 psi; 4- Assume concrete weight=150 lb/ft3 Show sketch of beam cross section and dimensions, including bar sizes, arrangement, and spacing. Be neat.

Design a 20-inch wide reinforced concrete rectangular beam having a simple span length of 32 ft, Wp=2 k/ft (not including beam weight), WL=1.8 k/ft and p=1/2 pb , using the following: 1- Assume beam weight=640 Ib/ft; 2- Round up the value of “d" to the nearest 0.5 inches, and use h=d+2.5; 3- Use #10 for beam reinforcement; fy=60,000 psi, f'c=4000 psi; 4- Assume concrete weight=150 lb/ft3 Show sketch of beam cross section and dimensions, including bar sizes, arrangement, and spacing. Be neat.

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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