girder properties: A = 11500 mm² d. = 350 mm b = 250 mm = 16 mm tf t₁ = tw = 10 mm Properties 1x = 266x106mm¹ ly = 45x106mm¹ Fy= 248 MPa Fb = 148 MPa F₂ = 99 MPa ne Web Shear Capacity much is the horizontal shear capacity (kN) at the neutral axis? airder was used

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Practice Problem 1
Given the following girder properties:
bne lalxA ben
Properties
A = 11500 mm2
y = 266x106mm*
ly = 45x106mm*
d. = 350 mm
%3D
bf = 250 mm
F, = 248 MPa
Fb = 148 MPa
F, = 99 MPa
tf = 16 mm
tw =10 mm
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:Date: Practice Problem 1 Given the following girder properties: bne lalxA ben Properties A = 11500 mm2 y = 266x106mm* ly = 45x106mm* d. = 350 mm %3D bf = 250 mm F, = 248 MPa Fb = 148 MPa F, = 99 MPa tf = 16 mm tw =10 mm 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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