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1. |
A rectangular concrete beam of 250 mm wide and 600 mm deep is pre-stressed by means of four 10 mm diameter high tensile bars located at 200 mm from the soffit of the beam. If the effective stress in the wires is 500 N/mm2. What is maximum bending moment that can be applied to the section WITHOUT causing tension at soffit of the beam? |
A. | 24.5 kNm |
B. | 26.5 kNm |
C. | 31.5 kNm |
D. | 38.5 kNm |
Answer» D. 38.5 kNm | |