A W 360 X 514 is used as a beam to support a concrete floor system....
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A W 360 X 514 is used as a beam to support a concrete floor system. The floor is to carry a total load of "P" in KPa. The beam is simply supported over a span of 7m and spaced 2m on centers. Properties of the section Depth d = 514 mm tw = 60.5 mm Moment of Inertia Ix = 3920 x 10^6 Section of Modulus Sx= 15300 x 10^3 weight- 819 kg/m Assume the beam is laterally suported over its span and that the allowable stress in bending is 0.66 Fy and in shear on gross section is 0.4Fy. Use A36 steel with Fy= 248 MPa. Allowable deflection is L/360. 1. Compute the uniform pressue "P" based o shear (KPa). 2. Compute the uniform pressure "P" based on moment (KPa). 3. Compute the uniform pressure "P" based on deflection (KPa). A W 360 X 514 is used as a beam to support a concrete floor system. The floor is to carry a total load of "P" in KPa. The beam is simply supported over a span of 7m and spaced 2m on centers. Properties of the section Depth d = 514 mm tw = 60.5 mm Moment of Inertia Ix = 3920 x 10^6 Section of Modulus Sx= 15300 x 10^3 weight- 819 kg/m Assume the beam is laterally suported over its span and that the allowable stress in bending is 0.66 Fy and in shear on gross section is 0.4Fy. Use A36 steel with Fy= 248 MPa. Allowable deflection is L/360. 1. Compute the uniform pressue "P" based o shear (KPa). 2. Compute the uniform pressure "P" based on moment (KPa). 3. Compute the uniform pressure "P" based on deflection (KPa).
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Given Beam section W360514 Span L 7 m Spacing 2 m Properties d 514 mm Ix 3920106 mm4 Sx 15300104 mm3 ... View the full answer
Related Book For
Understanding Financial Accounting
ISBN: 978-1118849385
1st Canadian Edition
Authors: Christopher Burnley, Robert Hoskin, Maureen Fizzell, Donald
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