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-rw-r--r--3776/CH6/EX6.10/Ex6_10.sce2
1 files changed, 1 insertions, 1 deletions
diff --git a/3776/CH6/EX6.10/Ex6_10.sce b/3776/CH6/EX6.10/Ex6_10.sce
index 43f31cf7d..b81c2de1f 100644
--- a/3776/CH6/EX6.10/Ex6_10.sce
+++ b/3776/CH6/EX6.10/Ex6_10.sce
@@ -3,7 +3,7 @@ clear
l = 50.0 //mm - the length of the beam
b = 50.0 //mm - the width of the beam
M = 2083 //Nm
-A = l*b //mm2 - The area
+A = l*b //sq.mm - The area
//straight beam
I = b*(l**3)/12.0 //mm4 - The moment of inertia of the beam
c_1= l/2 // the distance where the stress is maximum