singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear force Vu = 391 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 22 MPa. Write your answers in 2 decimal places only
singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear force Vu = 391 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 22 MPa. Write your answers in 2 decimal places only
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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7
A singly reinforced rectangular beam 300 mm wide and 600 mm deep is
subject to a factored shear force Vu = 391 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 22 MPa. Write your
answers in 2 decimal places only.
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