A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear force Vu = 395 kN at the critical section for shear. Tensile bar centroid is 70 mm from bottom of the beam. Calculate the required nominal shear strength (kN) of 10-mm-dia. the stirrups if lightweight concrete strength is 26 MPa. Write your answers in 2 decimal places only.
A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear force Vu = 395 kN at the critical section for shear. Tensile bar centroid is 70 mm from bottom of the beam. Calculate the required nominal shear strength (kN) of 10-mm-dia. the stirrups if lightweight concrete strength is 26 MPa. Write your answers in 2 decimal places only.
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter20: Design Of Rigid Pavements
Section: Chapter Questions
Problem 12P
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A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear force Vu = 395 kN at the critical section for shear. Tensile bar centroid is 70 mm from bottom of the beam. Calculate the required nominal shear strength (kN) of 10-mm-dia. the stirrups if lightweight concrete strength is 26 MPa. Write your answers in 2 decimal places only.
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