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author | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
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committer | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
commit | 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 (patch) | |
tree | dbb9e3ddb5fc829e7c5c7e6be99b2c4ba356132c /698/CH2/EX2.7/7_stress_in_stepped_bar.txt | |
parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '698/CH2/EX2.7/7_stress_in_stepped_bar.txt')
-rw-r--r-- | 698/CH2/EX2.7/7_stress_in_stepped_bar.txt | 12 |
1 files changed, 12 insertions, 0 deletions
diff --git a/698/CH2/EX2.7/7_stress_in_stepped_bar.txt b/698/CH2/EX2.7/7_stress_in_stepped_bar.txt new file mode 100644 index 000000000..be4e8f6a3 --- /dev/null +++ b/698/CH2/EX2.7/7_stress_in_stepped_bar.txt @@ -0,0 +1,12 @@ +The force produces deflection in both the portions of steel.
+Total deflection will be sum of inividual deflections.
+The deflection is given by:
+ x=(F*L)/(A*E)
+ x=x1+x2
+
+The total deflection is 3.183 mm
+
+ Stress=Force/Area
+
+The tensile stress at larger cross section area is 25.46 MPa
+The tensile stress at smaller cross section area is 101.86 MPa
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