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Design a simply supported rectangular reinforced concrete beam. Note: Neglected the self-weight of the beam. Wa (D.L) PLI Wu (L.L) h b Fc b P LL W LL bar No. of Fy MPa L W DL MPа (mm) (mm) (m) kN/m kN kN/m dia. layers 325 500 5 17 50 20 20 two 28 420

Design a simply supported rectangular reinforced concrete beam. Note: Neglected the self-weight of the beam. Wa (D.L) PLI Wu (L.L) h b Fc b P LL W LL bar No. of Fy MPa L W DL MPа (mm) (mm) (m) kN/m kN kN/m dia. layers 325 500 5 17 50 20 20 two 28 420

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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Design a simply supported rectangular reinforced concrete beam. Note: Neglected the self-weight of the beam. Wu (D.L) PLL Wa (L.L) h b W D.L P LL W LL Fc bar No. of Fy MPа MPa (mm) (mm) (m) kN/m kN kN/m dia. layers 325 500 17 50 20 20 two 28 420
Transcribed Image Text:Design a simply supported rectangular reinforced concrete beam. Note: Neglected the self-weight of the beam. Wu (D.L) PLL Wa (L.L) h b W D.L P LL W LL Fc bar No. of Fy MPа MPa (mm) (mm) (m) kN/m kN kN/m dia. layers 325 500 17 50 20 20 two 28 420
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