kdl A rectangular beam section of width b=300 mm and having a tension steel reinforcement of 1200 mmis subjected to a be

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Kdl A Rectangular Beam Section Of Width B 300 Mm And Having A Tension Steel Reinforcement Of 1200 Mmis Subjected To A Be 1 (325.89 KiB) Viewed 49 times

kdl A rectangular beam section of width b=300 mm and having a tension steel reinforcement of 1200 mmis subjected to a bending moment that causes a stress of 100 MPa in the reinforcement in elastic bending. If the maximum fiber stress in the compressive concrete is 10 MPa, what is the depth kd of the compression zone? If the effective depth of the beam is 400 mm, determine the magnitude of the bending moment. (Ans.: 80 mm; 44.8 kNm) 47 fs=100/n