1 files changed, 42 insertions, 0 deletions
diff --git a/764/CH4/EX4.6.b/result4_6.txt b/764/CH4/EX4.6.b/result4_6.txt
new file mode 100755
index 000000000..53ed0da1c
--- /dev/null
+++ b/764/CH4/EX4.6.b/result4_6.txt
@@ -0,0 +1,42 @@
+-->//(Design against Static Load) Example 4.6
+ 
+-->//Refer Fig.4.25
+ 
+-->//Data according to standard table h (mm)
+ 
+-->h = {150,175,200,225,250}
+ h  =
+ 
+    150.    175.    200.    225.    250.  
+ 
+-->//Ixx (mm4)
+ 
+-->Ixx = {(688.2 * (10^4)), (1096.2 * (10^4)), (1696.6 * (10^4)), (2501.9 * (10^4)), (3717.8 * (10^4))}
+ Ixx  =
+ 
+    6882000.    10962000.    16966000.    25019000.    37178000.  
+ 
+-->//Total weight of the bars W (kN)
+ 
+-->W = 75
+ W  =
+ 
+    75.  
+ 
+-->//Permissible bending stress sigmab (N/mm2)
+ 
+-->sigmab = 165
+ sigmab  =
+ 
+    165.  
+ 
+-->//Length of cantilever beam l (mm)
+ 
+-->l = 2000
+ l  =
+ 
+    2000.  
+ 
+
+ISLB200 is suitable for this application
+ 
+\ No newline at end of file