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Diffstat (limited to '698/CH2/EX2.9/9_stresses_at_section.txt')
| -rw-r--r-- | 698/CH2/EX2.9/9_stresses_at_section.txt | 19 |
1 files changed, 19 insertions, 0 deletions
diff --git a/698/CH2/EX2.9/9_stresses_at_section.txt b/698/CH2/EX2.9/9_stresses_at_section.txt new file mode 100644 index 000000000..4f52a6063 --- /dev/null +++ b/698/CH2/EX2.9/9_stresses_at_section.txt @@ -0,0 +1,19 @@ +Bending moment due to horizontal load about midpoint Mx= 250.00 Nm
+Bending moment due to vertical load about midpoint My= -400.00 Nm
+The total bending moment:
+ M=sqrt((Mx^2)+(My^2))
+The total bending moment M = 471.70 Nm
+
+The normal stress is given by
+ Sx=Py/A-((M*(d/2))/I)
+Normal stress acting at the section is -39.46 MN/m^2
+
+The shear stress is given by
+ Txy=(T*(d/2))/J
+Normal stress acting at the section is 8.15 MN/m^2
+
+Maximum normal stress is 1.62 MN/m^2
+Minimum normal stress is -41.07 MN/m^2
+
+The maximum numerical normal stress is 41.07 MN/m^2
+The maximum shear stress is 21.344732 MN/m^2
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