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An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design

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Page 1: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 2: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 3: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 4: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 5: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 6: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 7: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 8: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 9: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 10: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 11: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 12: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 13: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 14: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 15: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 16: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 17: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design
Page 18: An RCC beam of 250mm wide and 500mm deep is reinforced with 4-16mm dia and of grade Fe415 steel on Tension side and M20 grade concrete is used. if design shear force is 50kN.Design

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