From 7bc77cb1ed33745c720952c92b3b2747c5cbf2df Mon Sep 17 00:00:00 2001
From: prashantsinalkar
Date: Sat, 3 Feb 2018 11:01:52 +0530
Subject: Added new code

---
 3862/CH10/EX10.9/Ex10_9.sce | 18 ++++++++++++++++++
 1 file changed, 18 insertions(+)
 create mode 100644 3862/CH10/EX10.9/Ex10_9.sce

(limited to '3862/CH10/EX10.9/Ex10_9.sce')

diff --git a/3862/CH10/EX10.9/Ex10_9.sce b/3862/CH10/EX10.9/Ex10_9.sce
new file mode 100644
index 000000000..b78881941
--- /dev/null
+++ b/3862/CH10/EX10.9/Ex10_9.sce
@@ -0,0 +1,18 @@
+clear
+//Design a timber beam is to carry a load of 5 kN/m over a simply supported span of 6 m. Permissible stress in timber is 10 N/mm2. Keep depth twice the width.
+
+//variable declaration
+w=(5)                  //KN/m
+L=(6)                  //m 
+
+M=w*1000000*(L**2)/8              //Maximum bending moment**N-mm
+
+//Let b be the width and d the depth. Then in this problem d = 2b.
+//Z=b*(d**2)/6=2*(b**3)/3
+f=10                       //N/mm^2
+//f*Z=M
+b=(((M*3)/(2*f))**(0.3333))
+printf("\n b= %0.0f  mm",b)
+
+d=2*b
+printf("\n d= %0.0f  mm",d)
-- 
cgit