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SINGLY-REINF. RECT. BEAMS PROBLEM: Design a rectangular section for the beam shown using fc = 21 MPa and fy= 275 MPa. W₂ = 16 kN/m W₂ = 28 kN/m and ɣc = 24 kN/m²³. Draw Details GIVEN: f'c = 21 MPa fy= 275 MPa 6m W Fr sm

SINGLY-REINF. RECT. BEAMS PROBLEM: Design a rectangular section for the beam shown using fc = 21 MPa and fy= 275 MPa. W₂ = 16 kN/m W₂ = 28 kN/m and ɣc = 24 kN/m²³. Draw Details GIVEN: f'c = 21 MPa fy= 275 MPa 6m W Fr sm

Structural Analysis
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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SINGLY-REINF. RECT. BEAMS PROBLEM: Design a rectangular section for the beam shown using fc = 21 MPa and fy = 275 MPa. Wo = 16 kN/m W₁₂₁ = 28 kN/m and Xc= 24 kN/m²³. Draw Details GIVEN: f'c = 21 MPa fy= 275 MPa W₂ = 16 kN/m W₁ = kN/m 1 = 28 6m 8c = = 24 kN/m² W sm
Transcribed Image Text:SINGLY-REINF. RECT. BEAMS PROBLEM: Design a rectangular section for the beam shown using fc = 21 MPa and fy = 275 MPa. Wo = 16 kN/m W₁₂₁ = 28 kN/m and Xc= 24 kN/m²³. Draw Details GIVEN: f'c = 21 MPa fy= 275 MPa W₂ = 16 kN/m W₁ = kN/m 1 = 28 6m 8c = = 24 kN/m² W sm
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