a light crane runway beam consist of a wide flange and a chanel joined by 2-16 mm diameter rivet spaced at 125 mm on center longitudinal, throughout its length.the beam is simply supported on a span of 6m. Given properties: W450mmx75kg/m A=9484mm^2 d=460mm tf=9mm tw=14mm Ix=3.33x10^4 mm^4 Iy=0.17x10^8 mm^4 C380mmx50kg/m A=6426 mm^2 d=380 mm tf=10mm tw=16 mm Ix=1.3x10^8 mm^4 Iy=0.03 x10^8 mm^4 Xo=20 mm a.compute the moment of inertia at the neutral axis b.compute the allowable moving load P(kN) such that the allowable bending stress is Fbx=150 MPa c.Calculate the allowable moving load P(kN)if the allowable shear stress in the rivets is 100 MPa. hello please answer this thanks
a light crane runway beam consist of a wide flange and a chanel joined by 2-16 mm diameter rivet spaced at 125 mm on center longitudinal, throughout its length.the beam is simply supported on a span of 6m. Given properties: W450mmx75kg/m A=9484mm^2 d=460mm tf=9mm tw=14mm Ix=3.33x10^4 mm^4 Iy=0.17x10^8 mm^4 C380mmx50kg/m A=6426 mm^2 d=380 mm tf=10mm tw=16 mm Ix=1.3x10^8 mm^4 Iy=0.03 x10^8 mm^4 Xo=20 mm a.compute the moment of inertia at the neutral axis b.compute the allowable moving load P(kN) such that the allowable bending stress is Fbx=150 MPa c.Calculate the allowable moving load P(kN)if the allowable shear stress in the rivets is 100 MPa. hello please answer this thanks
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
a light crane runway beam consist of a wide flange and a chanel joined by 2-16 mm diameter rivet spaced at 125 mm on center longitudinal, throughout its length.the beam is simply supported on a span of 6m.
Given properties:
W450mmx75kg/m
A=9484mm^2
d=460mm
tf=9mm
tw=14mm
Ix=3.33x10^4 mm^4
Iy=0.17x10^8 mm^4
C380mmx50kg/m
A=6426 mm^2
d=380 mm
tf=10mm
tw=16 mm
Ix=1.3x10^8 mm^4
Iy=0.03 x10^8 mm^4
Xo=20 mm
a.compute the moment of inertia at the neutral axis
b.compute the allowable moving load P(kN) such that the allowable bending stress is Fbx=150 MPa
c.Calculate the allowable moving load P(kN)if the allowable shear stress in the rivets is 100 MPa.
hello please answer this thanks
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