Calculate the allowable nominal beam shear stress in MPa. Express your answer in 3 decimal places.
Calculate the allowable nominal beam shear stress in MPa. Express your answer in 3 decimal places.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A 360 mm thick footing slab supports a 300 mm thick wall carrying uniform service dead load of 283.7 kN/m and service live load of 145.6 kN/m. The base of
the wall footing slab is 1.1 m from the ground surface. Use 16 mm diameter for main bars. Design parameters are as follows: ysoil = 18 kN/m3, yconc = 24
kN/m3, qa = 215.8 kPa, fc = 27 MPa and fy = 414 MPa. Calculate the allowable nominal beam shear stress in MPa. Express your answer in 3 decimal places.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F37a13f6d-c557-4eda-984e-50c1e54a5441%2F2a1f9197-6724-4a97-a7b8-02561d499923%2Fv484shd_processed.png&w=3840&q=75)
Transcribed Image Text:A 360 mm thick footing slab supports a 300 mm thick wall carrying uniform service dead load of 283.7 kN/m and service live load of 145.6 kN/m. The base of
the wall footing slab is 1.1 m from the ground surface. Use 16 mm diameter for main bars. Design parameters are as follows: ysoil = 18 kN/m3, yconc = 24
kN/m3, qa = 215.8 kPa, fc = 27 MPa and fy = 414 MPa. Calculate the allowable nominal beam shear stress in MPa. Express your answer in 3 decimal places.
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