> Calculate the shear strength provided by the concrete > Calculate the shear strength provided by 12mm diameter ties spaced at 100mm center to center > The beam is to be redesigned for a shear force of 455 kN. Using 10mm diameter ties spaced at 90mm center to center, how much is the required width of the beam?
> Calculate the shear strength provided by the concrete > Calculate the shear strength provided by 12mm diameter ties spaced at 100mm center to center > The beam is to be redesigned for a shear force of 455 kN. Using 10mm diameter ties spaced at 90mm center to center, how much is the required width of the beam?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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> Calculate the shear strength provided by the concrete
> Calculate the shear strength provided by 12mm diameter ties spaced at 100mm center to center
> The beam is to be redesigned for a shear force of 455 kN. Using 10mm diameter ties spaced at 90mm center to center, how much is the required width of the beam?

Transcribed Image Text:SITUATION. The design of a beam yields the following:
h1 = 110 mm
h2 = 490 mm
b = 375 mm
As '=3 of 28 mm diameter bars
As 5 of 28 mm diameter bars
Concrete compressive strength, fc' = 34 MPa
Longitudinal steel yield strength, fyl = 413 MPa
Lateral ties yield strength, fyv = 275 MPa
Effective Cover to the centroid of As = 75 mm
Shear strength reduction factor = 0.75
b
h1
h2
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