If the given beam section is used for a simply supported beam 5.0 m span, using f’c = 21 MPa and fyt = 280 MPa: a. Calculate the nominal shear strength of concrete, using simplified formula of NSCP 2015. = ___kN b. Calculate the nominal shear strength of the stirrups, Vs = ___ kN. c. Calculate the design sectional shear strength of the beam = ___ kN d. Determine the maximum factored uniform load in that can be sustained based on shear strength of the cross-section only. =____ kN/m e. Determine the maximum live load in that can be sustained based on shear strength of the cross-section only. = ___ kN/m f. If the total factored uniform load is 60 kN/m, calculate the ultimate shear force at critical section for shear in kN. = ____ kN INPUT ALL ANSWERS ROUNDED TO WHOLE NUMBER
9. If the given beam section is used for a simply supported beam 5.0 m span, using f’c = 21 MPa and fyt = 280 MPa:
a. Calculate the nominal shear strength of concrete, using simplified formula of NSCP 2015. = ___kN
b. Calculate the nominal shear strength of the stirrups, Vs = ___ kN.
c. Calculate the design sectional shear strength of the beam = ___ kN
d. Determine the maximum factored uniform load in that can be sustained based on shear strength of the cross-section only. =____ kN/m
e. Determine the maximum live load in that can be sustained based on shear strength of the cross-section only. = ___ kN/m
f. If the total factored uniform load is 60 kN/m, calculate the ultimate shear force at critical section for shear in kN. = ____ kN
INPUT ALL ANSWERS ROUNDED TO WHOLE NUMBER
![10-mm-dia
425 mm
@ 200 mm
500 mm
-275 mm
75 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F96fcc023-09c2-4bb2-9a2d-7f40d62a2bbe%2F38e07e91-96a4-40bd-9f30-f7b8e61df93b%2Fq60wt8g_processed.png&w=3840&q=75)
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