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
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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
Transcribed Image Text: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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