From 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 Mon Sep 17 00:00:00 2001
From: prashantsinalkar
Date: Tue, 10 Oct 2017 12:27:19 +0530
Subject: initial commit / add all books

---
 3764/CH10/EX10.3/Ex10_3.sce | 32 ++++++++++++++++++++++++++++++++
 1 file changed, 32 insertions(+)
 create mode 100644 3764/CH10/EX10.3/Ex10_3.sce

(limited to '3764/CH10/EX10.3')

diff --git a/3764/CH10/EX10.3/Ex10_3.sce b/3764/CH10/EX10.3/Ex10_3.sce
new file mode 100644
index 000000000..b342b6604
--- /dev/null
+++ b/3764/CH10/EX10.3/Ex10_3.sce
@@ -0,0 +1,32 @@
+clc
+//
+//
+
+//Variable declaration
+E=(29*((10**6)))                                                              // Modulus of elasticity(psi)
+FS=2                                                                            // Factor of safety  
+A=3.54                                                                          // Area of cross section(in**2) 
+I=8.00                                                                          // Moment of inertia(in**4)
+r=1.50                                                                          // Radius(in)
+c=2.00                                                                          // Distance(in) 
+Lab=8
+
+//Calculation         
+// Effective Length
+Le=2*(Lab)                                                                      // Effective length(in)
+// Critical Load
+Pcr=((((%pi)**2)*E*(8.0))/(192.0)**2)/(1000.0)                                    // Critical load(kips)
+
+//Case(a) Allowable Load and Stress
+Pall=Pcr/FS                                                                     // Allowable load(kips)
+S=Pall/A                                                                        // Allowable Stress(ksi)
+
+//Case(b) Eccentric Load
+ym=(0.75)*(2.252-1)                                                             // Distance(in)
+Sm=(31.1/3.54)*(1+(0.667)*(2.252))                                              // Distance(in)
+
+//Result
+printf("\n Case(a): Allowable load = %0.3f kips",Pall)
+printf("\n Case(a): Allowable stress = %0.3f ksi ",S)
+printf("\n Case(b): The horizontal deflection of the top of the column = %0.3f in ",ym)
+printf("\n Case(b): Maximum normal stress in the column = %0.3f ksi ",Sm)
-- 
cgit