II. Problem Solving - Investigation Problem 3-A (250 + 50G)mm x (250 +50D)mm beam section is used for a 4.2 m simple spa

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Ii Problem Solving Investigation Problem 3 A 250 50g Mm X 250 50d Mm Beam Section Is Used For A 4 2 M Simple Spa 1 (88.59 KiB) Viewed 43 times

II. Problem Solving - Investigation Problem 3-A (250 + 50G)mm x (250 +50D)mm beam section is used for a 4.2 m simple span is reinforced with 2- 20mm at the top and 4-20mm at the bottom. The beam is carrying a total ultimate of (50B + H) kN/m. The 10mm 3-legged stirrups are detailed 1@50 mm, 10 @ 150mm, REST @ 250mm O.C. The concrete used has strength of 27.6 MPa and the yield strength of 415 MPa for both main and shear reinforcement. 8. Determine the design shear capacity of the beam section using simplified method 9. Determine the design shear capacity of the beam section using detailed method 10. Encircle the correct answer. Evaluate the beam section against shear A. The beam is adequate against shear using simplified method B. The beam is adequate against shear using detailed method C. Both A and B D. Neither A nor B