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Diffstat (limited to '764/CH4/EX4.11.b/result4_11.txt')
| -rwxr-xr-x | 764/CH4/EX4.11.b/result4_11.txt | 44 |
1 files changed, 44 insertions, 0 deletions
diff --git a/764/CH4/EX4.11.b/result4_11.txt b/764/CH4/EX4.11.b/result4_11.txt new file mode 100755 index 000000000..2b9fd99fc --- /dev/null +++ b/764/CH4/EX4.11.b/result4_11.txt @@ -0,0 +1,44 @@ +-->//(Design against Static Load) Example 4.11
+
+-->//Refer Fig.4.38
+
+-->//Tension in the wire rope P (kN)
+
+-->P = 5
+ P =
+
+ 5.
+
+-->//Ultimate tensile strength of FG200 Sut (N/mm2)
+
+-->Sut = 200
+ Sut =
+
+ 200.
+
+-->//Factor of safety fs
+
+-->fs = 2.5
+ fs =
+
+ 2.5
+
+-->//Ratio of depth to width of cross-section ratio
+
+-->ratio = 2
+ ratio =
+
+ 2.
+
+-->//Distance between the load and cantilever support A d (mm)
+
+-->d = 1500 + 500
+ d =
+
+ 2000.
+
+
+Width of the cross-section(w) = 60.000000 mm
+
+Depth of the cross-section(d) = 120.000000 mm
+
\ No newline at end of file |