A simple beam has a span of 10 m and supports a total uniformly distributed load of 12 kN/m. Properties of W 480×86: Property Value A = 10800 mm² bf = 180 mm tf = 15 mm Ix = 383.13 × 10⁶ mm⁴ tw = 12 mm d = 480 mm Questions: Calculate the maximum shear in the beam in kN. Calculate the average shear stress in the beam in MPa. Calculate the maximum shear stress in the beam in MPa. Given the properties of the wide flange: Property Value d = 530 mm bf = 210 mm tw = 18 mm tf = 16 mm Question: Compute the value of rₜ, defined as the radius of gyration of the compression flange plus 1/3 of the compression web area about the y-axis.
A simple beam has a span of 10 m and supports a total uniformly distributed load of 12 kN/m. Properties of W 480×86: Property Value A = 10800 mm² bf = 180 mm tf = 15 mm Ix = 383.13 × 10⁶ mm⁴ tw = 12 mm d = 480 mm Questions: Calculate the maximum shear in the beam in kN. Calculate the average shear stress in the beam in MPa. Calculate the maximum shear stress in the beam in MPa. Given the properties of the wide flange: Property Value d = 530 mm bf = 210 mm tw = 18 mm tf = 16 mm Question: Compute the value of rₜ, defined as the radius of gyration of the compression flange plus 1/3 of the compression web area about the y-axis.
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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Question
- A simple beam has a span of 10 m and supports a total uniformly distributed load of 12 kN/m.
Properties of W 480×86:
| Property | Value |
|---|---|
| A = 10800 mm² | |
| bf = 180 mm | |
| tf = 15 mm | |
| Ix = 383.13 × 10⁶ mm⁴ | |
| tw = 12 mm | |
| d = 480 mm |
Questions:
-
Calculate the maximum shear in the beam in kN.
-
Calculate the average shear stress in the beam in MPa.
-
Calculate the maximum shear stress in the beam in MPa.
-
Given the properties of the wide flange:
Property Value d = 530 mm bf = 210 mm tw = 18 mm tf = 16 mm Question:
-
Compute the value of rₜ, defined as the radius of gyration of the compression flange plus 1/3 of the compression web area about the y-axis.
-
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