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

---
 698/CH2/EX2.13/13_shear_stress_in_Z_bracket.txt  | 14 ++++++
 698/CH2/EX2.13/P13_shear_stress_in_Z_bracket.sce | 61 ++++++++++++++++++++++++
 2 files changed, 75 insertions(+)
 create mode 100644 698/CH2/EX2.13/13_shear_stress_in_Z_bracket.txt
 create mode 100644 698/CH2/EX2.13/P13_shear_stress_in_Z_bracket.sce

(limited to '698/CH2/EX2.13')

diff --git a/698/CH2/EX2.13/13_shear_stress_in_Z_bracket.txt b/698/CH2/EX2.13/13_shear_stress_in_Z_bracket.txt
new file mode 100644
index 000000000..5a701a5d1
--- /dev/null
+++ b/698/CH2/EX2.13/13_shear_stress_in_Z_bracket.txt
@@ -0,0 +1,14 @@
+At section A-A, Sy=0 and Txy=0
+
+	Sx=(P/A) + ((M1*c)/I)
+	Tmax = Sx/2
+
+Normal stress Sx = 158.4 MPa
+Shear stress Tmax = 79.2 MPa
+
+At section B-B, Sy=0 and Txy=0
+
+	Sx=((M1*c)/I)
+
+Normal stress Sx = 194.4 MPa
+Shear stress Tmax = 97.2 MPa
diff --git a/698/CH2/EX2.13/P13_shear_stress_in_Z_bracket.sce b/698/CH2/EX2.13/P13_shear_stress_in_Z_bracket.sce
new file mode 100644
index 000000000..66c694777
--- /dev/null
+++ b/698/CH2/EX2.13/P13_shear_stress_in_Z_bracket.sce
@@ -0,0 +1,61 @@
+clc
+//Example 2.13
+//Shear Stress in Z-bracket
+//------------------------------------------------------------------------------
+
+//Given dta:
+//Load
+P=45000 // N
+
+//Dimensions
+//Cross Section
+d= 0.05 // m
+b = 0.125 // m
+A=b*d
+I=(b*(d^3))/12
+c = d/2
+
+//Total Height of bracket
+h= 0.3// m
+//Distance of section A-A from bottom
+a = 0.2 // m
+//Distance of mid point of section A-A from line of action of P
+l1 = 0.175 // m
+//Distance of section B-B from line of action of P
+l2 = 0.225 // m
+
+
+//Bending Moment
+M1=P*l1 // Bending moment at section A-A
+M2=P*l2 // Bending moment at section B-B
+
+//------------------------------------------------------------------------------
+//Printing the result file to .txt
+res13=mopen(TMPDIR+'13_shear_stress_in_Z_bracket.txt','wt')
+
+mfprintf(res13,'At section A-A, Sy=0 and Txy=0\n')
+
+Sx1=(P/A) + ((M1*c)/I)
+mfprintf(res13,'\n\tSx=(P/A) + ((M1*c)/I)')
+
+Tmax1 = Sx1/2
+mfprintf(res13,'\n\tTmax = Sx/2')
+
+mfprintf(res13,'\n\nNormal stress Sx = %0.1f MPa\n',Sx1* (10^-6))
+mfprintf(res13,'Shear stress Tmax = %0.1f MPa\n',Tmax1* (10^-6))
+
+
+mfprintf(res13,'\nAt section B-B, Sy=0 and Txy=0\n')
+
+Sx2=((M2*c)/I)
+mfprintf(res13,'\n\tSx=((M1*c)/I)')
+
+Tmax2 = Sx2/2
+
+mfprintf(res13,'\n\nNormal stress Sx = %0.1f MPa\n',Sx2* (10^-6))
+mfprintf(res13,'Shear stress Tmax = %0.1f MPa\n',Tmax2* (10^-6))
+
+mclose(res13)
+editor(TMPDIR+'13_shear_stress_in_Z_bracket.txt')
+//------------------------------------------------------------------------------
+//-----------------------------End of program-----------------------------------
\ No newline at end of file
-- 
cgit