**Rectangular Beam Design**1. **Material Properties**: - Yield strength of steel (\(f_y\)): 60,000 psi - Compressive strength of concrete (\(f'_c\)): 4,000 psi2. **Reinforcement Ratio**: - ρ (reinforcement ratio) ≈ 0.2*\(f'_c\)/\(f_y\)3. **Beam Specifications**: - Simple span length: 25 ft. - Dead load (including beam's own weight): 1 k/ft - Live load: 3 k/ft## Task:Design a rectangular beam to meet the above requirements. The beam should be capable of supporting the combined dead and live loads over the specified simple span.

Consider the given data Calculate the ultimate moment load

4. Design a rectangular beam with fy =60,000 psi, fc' =4000psi,and a reinforcement ration approximately equal to 0.2fc'/fy. It is to have a 25-ft simple span and to support a dead load, in addition to its own weight, equal to 1 k/ft and a live load equal to 3 k/ft

4. Design a rectangular beam with fy =60,000 psi, fc' =4000psi,and a reinforcement ration approximately equal to 0.2fc'/fy. It is to have a 25-ft simple span and to support a dead load, in addition to its own weight, equal to 1 k/ft and a live load equal to 3 k/ft

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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