From b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b Mon Sep 17 00:00:00 2001
From: priyanka
Date: Wed, 24 Jun 2015 15:03:17 +0530
Subject: initial commit / add all books

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 764/CH4/EX4.6.a/data4_6.sci | 13 +++++++++++++
 1 file changed, 13 insertions(+)
 create mode 100755 764/CH4/EX4.6.a/data4_6.sci

(limited to '764/CH4/EX4.6.a')

diff --git a/764/CH4/EX4.6.a/data4_6.sci b/764/CH4/EX4.6.a/data4_6.sci
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+++ b/764/CH4/EX4.6.a/data4_6.sci
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+
+//(Design against Static Load) Example 4.6
+//Refer Fig.4.25
+//Data according to standard table h (mm)
+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))}
+//Total weight of the bars W (kN)
+W = 75
+//Permissible bending stress sigmab (N/mm2)
+sigmab = 165
+//Length of cantilever beam l (mm)
+l = 2000
-- 
cgit