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/EX4.17.a/data4_17.sci | 24 ++++++++++++++++++++++++
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+
+//(Design against Static Load) Example 4.17
+//Refer Fig.4.54 on page 124 
+//For beam
+//Tensile yield strength of FeE250 Syt (N/mm2)
+Syt = 250
+//Factor of safety fs
+fs = 5
+//Ratio of width to thickness of the beam cross-section ratio
+ratio = 2
+//For vessel
+//Ultimate tensile strength of FG200 Sut(N/mm2)
+Sut = 200
+//Internal guage pressure p (MPa)
+p = 0.25
+//Diameter D (mm)
+D = 500
+//Refer table for ISO Metric threads-Coarse series
+//Area mm2
+area = [561 817 1120 1470]
+//Pitch (mm)
+pitch = [3.5 4 4.5 5]
+//Distance between vessel centre line and beam end l (mm)
+l = 325
-- 
cgit