The T-section below results from the monolithic construction of the slab and its supporting beams. fc'= 21 MPa fy= 420MP

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The T Section Below Results From The Monolithic Construction Of The Slab And Its Supporting Beams Fc 21 Mpa Fy 420mp 1 (33.83 KiB) Viewed 16 times

The T-section below results from the monolithic construction of the slab and its supporting beams. fc'= 21 MPa fy= 420MPa. 1200 mm 120 mm 70 mm 3- 25 mm 580 mm 5-25 mm 70 mm 350 mm a. What is the nominal bending strenght of the beam for positive moment neglecting the contribution of the top reinforcement a. 500.92 kN-m c. 1228.62 kN-m b. 325 60 kN-m d 1105 76 kNm b. What is the nominal bending strenght of the beam for negative moment neglecting the contribution of the bottom reinforcement, kN-m. a. 284.82 kN-m 256 34 kN-m b. 440.68 kN-m d 392 13 KN-m c.)What is the nominal shear stress in the beam if it is subjected to a factored shear force of 190KN. a 1.419 c. 1064 b. 1.252 d. 1.248