Given the following girder properties: A 11500 mm d = 350 mm bf = 250 mm...

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Given the following girder properties: A 11500 mm² d = 350 mm bf = 250 mm t₁ = = 16 mm ty = 10 mm 321 Properties 1 266x106mmª y = 45x106mm F₂ = 248 MPa F = 148 MPa F₂ = 99 MPa with a) Find the Web Shear Capacity b) How much is the horizontal shear capacity (KN) at the neutral axis? c) If the girder was used as an 8-meter-long simple span carries equal concentration dead load, P at every quarter points and a uniform load of 12.2 kN/m, determine the load P based on shear capacity. d) Find the maximum shear stress if it is used as a 8 m beam simply supported at the left end and 2 m from the right end which carries a total uniform load of 45 kN/m. Given the following girder properties: A 11500 mm² d = 350 mm bf = 250 mm t₁ = = 16 mm ty = 10 mm 321 Properties 1 266x106mmª y = 45x106mm F₂ = 248 MPa F = 148 MPa F₂ = 99 MPa with a) Find the Web Shear Capacity b) How much is the horizontal shear capacity (KN) at the neutral axis? c) If the girder was used as an 8-meter-long simple span carries equal concentration dead load, P at every quarter points and a uniform load of 12.2 kN/m, determine the load P based on shear capacity. d) Find the maximum shear stress if it is used as a 8 m beam simply supported at the left end and 2 m from the right end which carries a total uniform load of 45 kN/m.

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a Web Shear Capacity The web shear capacity of a girder can be calculated using the following formul... View the full answer