A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4- 20 mm diameter bars in the top with 2-16 mm bars. concrete cover to bar centroid at the top is 80mm and and at the bottom is 70 mm. Use concrete strength f'c = 21 mpa and steel yield strength fy= 415 mpa for 20mm bars and fy=275 mpa for 16mm bars. Determine the nominal moment capacity in kNm of the beam in positive bending.
A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4- 20 mm diameter bars in the top with 2-16 mm bars. concrete cover to bar centroid at the top is 80mm and and at the bottom is 70 mm. Use concrete strength f'c = 21 mpa and steel yield strength fy= 415 mpa for 20mm bars and fy=275 mpa for 16mm bars. Determine the nominal moment capacity in kNm of the beam in positive bending.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4- 20 mm diameter bars in the top with 2-16 mm bars. concrete cover to bar centroid at the top is 80mm and and at the bottom is 70 mm. Use concrete strength f'c = 21 mpa and steel yield strength fy= 415 mpa for 20mm bars and fy=275 mpa for 16mm bars. Determine the nominal moment capacity in kNm of the beam in positive bending.
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