A cantilever beam of length L = 2 m supports a load P = 8.0 kN (see figure).P = 8.0 kNL = 2 mT =The beam is made of wood with cross-sectional dimensions 120 mm x 200 mm.Calculate the shear stresses (in MPa) due to the load P at points located 25 mm, 50 mm, 75 mm, and 100 mm from the top surface of the beam. (Enter the magnitudes.)25 mm from topMPa50 mm from topMPa75 mm from topMPa100 mm from topMPaT =T =120 mmT =200 mmFrom these results, plot a graph showing the distribution of shear stresses from top to bottom of the beam. (Submit a file with a maximum size of 1 MB.)Choose File No file chosenThis answer has not been graded yet.

25 mm from top t=0.218 Mpa 50 mm from top t=0.375 Mpa 75 mm from top t= 0.469 Mpa 100 mm from top…

A cantilever beam of length L = 2 m supports a load P = 8.0 kN (see figure). P = 8.0 kN L = 2 m T = 120 mm T = T = 200 mm The beam is made of wood with cross-sectional dimensions 120 mm x 200 mm. Calculate the shear stresses (in MPa) due to the load P at points located 25 mm, 50 mm, 75 mm, and 100 mm from the top surface of the beam. (Enter t 25 mm from top MPa 50 mm from top MPa 75 mm from top MPa Ⓡ

A cantilever beam of length L = 2 m supports a load P = 8.0 kN (see figure). P = 8.0 kN L = 2 m T = 120 mm T = T = 200 mm The beam is made of wood with cross-sectional dimensions 120 mm x 200 mm. Calculate the shear stresses (in MPa) due to the load P at points located 25 mm, 50 mm, 75 mm, and 100 mm from the top surface of the beam. (Enter t 25 mm from top MPa 50 mm from top MPa 75 mm from top MPa Ⓡ

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A cantilever beam of length L = 2 m supports a load P = 8.0 kN (see figure).
P = 8.0 kN
L = 2 m
T =
The beam is made of wood with cross-sectional dimensions 120 mm x 200 mm.
Calculate the shear stresses (in MPa) due to the load P at points located 25 mm, 50 mm, 75 mm, and 100 mm from the top surface of the beam. (Enter the magnitudes.)
25 mm from top
MPa
50 mm from top
MPa
75 mm from top
MPa
100 mm from top
MPa
T =
T =
120 mm
T =
200 mm
From these results, plot a graph showing the distribution of shear stresses from top to bottom of the beam. (Submit a file with a maximum size of 1 MB.)
Choose File No file chosen
This answer has not been graded yet.

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