For the beams shown in Figs. 1 and 2, determine:Plane stress st atePrincip al stressesMaximum in-plane she ar stress state with correspondingPlot ALL stre ss st ates a bovePlot Mohr Circle for ALL stress st ates a bove12 kN/mLine 1Line 2Line 31.4 m1.9 m2.8 mFig. 1 Simply-Supported Beam12 kN/mLine 1Line 2Line 3101.4 m1.9 m2.8 mFig. 2 Cantilever Beam200 mm25 mmLine 1125 mmLine 2-250 mm30 mmLine 325 mm100 mmFig. 3 Cross-SectionCS Scanned with CamScanner

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For the beams shown in Figs. 1 and 2, determine: Plane stress st ate Principal stresses Maximum in-plane she ar stress state with corresponding Plot ALL stress st ates above Plot Mohr Circle for ALL stress st ates a bove 12 kN/m Line 1 Line 2 Line 3 3 1.4 m 1.9 m 2.8 m Fig. 1 Simply-Supported Beam 12 kN/m

For the beams shown in Figs. 1 and 2, determine: Plane stress st ate Principal stresses Maximum in-plane she ar stress state with corresponding Plot ALL stress st ates above Plot Mohr Circle for ALL stress st ates a bove 12 kN/m Line 1 Line 2 Line 3 3 1.4 m 1.9 m 2.8 m Fig. 1 Simply-Supported Beam 12 kN/m

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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Pressure and Stress

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For the beams shown in Figs. 1 and 2, determine:
Plane stress st ate
Princip al stresses
Maximum in-plane she ar stress state with corresponding
Plot ALL stre ss st ates a bove
Plot Mohr Circle for ALL stress st ates a bove
12 kN/m
Line 1
Line 2
Line 3
1.4 m
1.9 m
2.8 m
Fig. 1 Simply-Supported Beam
12 kN/m
Line 1
Line 2
Line 3
10
1.4 m
1.9 m
2.8 m
Fig. 2 Cantilever Beam
200 mm
25 mm
Line 1
125 mm
Line 2
-250 mm
30 mm
Line 3
25 mm
100 mm
Fig. 3 Cross-Section
CS Scanned with CamScanner

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