Given the following girder properties: A = 11500 mm² d = 350 mm b = 250 mm t₁ = 16 mm tw JY = 10 mm Properties 1 = 266x106mm4 ly = 45x106mmª Fy = 248 MPa Fb = 148 MPa F₂ = 99 MPa 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. if it is
Given the following girder properties: A = 11500 mm² d = 350 mm b = 250 mm t₁ = 16 mm tw JY = 10 mm Properties 1 = 266x106mm4 ly = 45x106mmª Fy = 248 MPa Fb = 148 MPa F₂ = 99 MPa 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. if it is
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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