Perform shear design for rectangular reinforced concrete simple beams. solve the (1) and (2) Perform shear design for rectangular reinforced concrete simple beams. P is a dead load and has a size of 285kN each. The weight of the beam is disregarded. The width of the beam is 400mm. effective depth is 600mm. and L is 9m. Shear reinforcement bar uses D10. fck = 35Mpa, fy = 400 Mpa L/3 P L/3 ↓ P L/3 + + (1) Review design strength for shear using U-type vertical stirrup. (2) Review whether the design criteria meet the spacing criteria.

Perform shear design for rectangular reinforced concrete simple beams. solve the (1) and (2) Perform shear design for rectangular reinforced concrete simple beams. P is a dead load and has a size of 285kN each. The weight of the beam is disregarded. The width of the beam is 400mm. effective depth is 600mm. and L is 9m. Shear reinforcement bar uses D10. fck = 35Mpa, fy = 400 Mpa L/3 P L/3 ↓ P L/3 + + (1) Review design strength for shear using U-type vertical stirrup. (2) Review whether the design criteria meet the spacing criteria.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

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