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

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Chapter2: Loads On Structures
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Please answer the problem attached image. Thank you very much. Using NSCP 2015

Given the following girder properties:
A = 11500 mm²
d = 350 mm
b = 250 mm
t₁ = 16 mm
tw
= 10 mm
Properties
I= 266x106mm4
ly = 45x106mm
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.
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.
Transcribed Image Text:Given the following girder properties: A = 11500 mm² d = 350 mm b = 250 mm t₁ = 16 mm tw = 10 mm Properties I= 266x106mm4 ly = 45x106mm 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. 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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