A uniformly distributed load of 3 Kn/m across the span of a fixed-fixed timber beam with span L=4 m is supported by the beam. A 2 Kn concentrated load, 1 m away from the left support. If the permitted bending and shear loads are 10 Mpa and 2.5 Mpa, respectively, find the cross-sectional dimensions. h=2b is the cross-section of the beam. If possible, kindly provide explanations. Properly display each of the following: The magnitude and direction of each reactive components diagrams of shear and moments the beam's cross sectional measurements

A uniformly distributed load of 3 Kn/m across the span of a fixed-fixed timber beam with span L=4 m is supported by the beam. A 2 Kn concentrated load, 1 m away from the left support. If the permitted bending and shear loads are 10 Mpa and 2.5 Mpa, respectively, find the cross-sectional dimensions. h=2b is the cross-section of the beam. If possible, kindly provide explanations. Properly display each of the following: The magnitude and direction of each reactive components diagrams of shear and moments the beam's cross sectional measurements

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Shallow Foundations-bearing Capacity

Section: Chapter Questions

Problem 16.4P: A 2.0 m wide strip foundation is placed in sand at 1.0 m depth. The properties of the sand are: =...

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A continuous foundation is required in a soil where c=10kN/m2, =26, and =19.0kN/m3. The depth of the footing will be 1.0 m. The dead load and the live load are 600 kN/m and 400 kN/m, respectively. Determine the required width for the foundation based on allowable stress design with FS = 3, using Eq. (6.10) and Table 6.1.
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