answer the following 1. From the given figure below, determine the following:Maximum shearing stress of the beamb. Shearing stress 5 ft away from point Ac. Shearing stress 4 ft away from point BFigure 1а.18 kip / ft14 in10 kip / ft8 in20 ftConstant thickness 2 inches2. From the given overhanging beam below, calculate the following:a. Maximum shearing stress of the beamb. Shearing stress at point Bc. Shearing stress at point CFigure 250 k N /m50 kN40 kN80 mmA4 m2 m C 1 m2 m320 mm150 mm150 mm- 80 mm

As per Bartleby guidelines we are supposed to do only 1st problem with its all three parts so I…

1. From the given figure below, determine the following: a. Maximum shearing stress of the beam b. Shearing stress 5 ft away from point A c. Shearing stress 4 ft away from point B Figure 1 18 kip / ft 10 kip / ft 14 in

1. From the given figure below, determine the following: a. Maximum shearing stress of the beam b. Shearing stress 5 ft away from point A c. Shearing stress 4 ft away from point B Figure 1 18 kip / ft 10 kip / ft 14 in

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter10: Stresses In A Soil Mass

Section: Chapter Questions

Problem 10.1CTP: EB and FG are two planes inside a soil element ABCD as shown in Figure 10.50. Stress conditions on...

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Concept explainers

Field applications of hydraulic conductivity

Hydraulic conductivity is one of the hydraulic properties of soil defined as a measurement of the ability of a porous medium to permit water movement or fluid flow through it. It is denoted by the letter K. It is influenced by the density and viscosity of the fluid. It is also called permeability. Hydraulic conductivity is defined as the ratio of velocity to the hydraulic gradient. The different methods used to determine the hydraulic conductivity are laboratory methods (constant head permeability tests and falling head tests), in-situ field methods (pumping in and pumping out tests), small scale field tests (infiltration tests and slug tests), and indirect methods such as estimation from grain size, consolidation test data, and horizontal capillary test. The pedotransfer function (PTF) method is a specific empirical estimating approach employed in the soil sciences is also used to determine the hydraulic conductivity of the soil.

Question

answer the following

1. From the given figure below, determine the following:
Maximum shearing stress of the beam
b. Shearing stress 5 ft away from point A
c. Shearing stress 4 ft away from point B
Figure 1
а.
18 kip / ft
14 in
10 kip / ft
8 in
20 ft
Constant thickness 2 inches
2. From the given overhanging beam below, calculate the following:
a. Maximum shearing stress of the beam
b. Shearing stress at point B
c. Shearing stress at point C
Figure 2
50 k N /m
50 kN
40 kN
80 mm
A
4 m
2 m C 1 m
2 m
320 mm
150 mm
150 mm
- 80 mm

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