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: 25. Calculate the nominal shear strength of concrete, using simplified formula of NSCP 2015. = kN 26. Calculate the nominal shear strength of the stirrups, Vs = kN. 27. Calculate the design sectional shear strength of the beam = kN 28. Determine the maximum factored uniform load in that can be sustained based on shear strength of the cross-section only. = kN/m 29. Determine the maximum live load in that can be sustained based on shear strength of the cross-section only. = kN/m 30. 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

Solid Waste Engineering
3rd Edition
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Worrell, William A.
Chapter4: Mechanical Processes
Section: Chapter Questions
Problem 4.20P
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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:

 

25.  Calculate the nominal shear strength of concrete, using simplified formula of NSCP 2015. =  kN

26.  Calculate the nominal shear strength of the stirrups, Vs =  kN. 

27.  Calculate the design sectional shear strength of the beam =  kN 

28.  Determine the maximum factored uniform load in that can be sustained based on shear strength of the cross-section only. =  kN/m

29.  Determine the maximum live load in that can be sustained based on shear strength of the cross-section only. =  kN/m

30.  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
75 mm
-275 mm
Transcribed Image Text:10-mm-dia 425 mm @ 200 mm 500 mm 75 mm -275 mm
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