summaryrefslogtreecommitdiff
path: root/3862/CH10/EX10.2/Ex10_2.sce
diff options
context:
space:
mode:
authorprashantsinalkar2018-02-03 11:01:52 +0530
committerprashantsinalkar2018-02-03 11:01:52 +0530
commit7bc77cb1ed33745c720952c92b3b2747c5cbf2df (patch)
tree449d555969bfd7befe906877abab098c6e63a0e8 /3862/CH10/EX10.2/Ex10_2.sce
parentd1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff)
downloadScilab-TBC-Uploads-master.tar.gz
Scilab-TBC-Uploads-master.tar.bz2
Scilab-TBC-Uploads-master.zip
Added new codeHEADmaster
Diffstat (limited to '3862/CH10/EX10.2/Ex10_2.sce')
-rw-r--r--3862/CH10/EX10.2/Ex10_2.sce23
1 files changed, 23 insertions, 0 deletions
diff --git a/3862/CH10/EX10.2/Ex10_2.sce b/3862/CH10/EX10.2/Ex10_2.sce
new file mode 100644
index 000000000..587addef3
--- /dev/null
+++ b/3862/CH10/EX10.2/Ex10_2.sce
@@ -0,0 +1,23 @@
+clear
+//
+
+//variable declaration
+
+//A circular steel pipe of external diameter 60 mm and thickness 8 mm is used as a simply supported beam over an effective span of 2 m. If permissible stress in steel is 150 N/mm^2,
+
+D=(60) //external diameter,mm
+d=(44) //Thickness,mm
+
+I=(%pi*((D**4)-(d**4)))/64 //Area moment of inertia**mm^4
+Ymax=(30) //extreme fibre distance,mm
+
+Z=I/Ymax
+fper=(150)
+
+Mmax=fper*Z
+
+//Let maximum load it can carry be P kN.
+L=(2)
+P=(4*Mmax)/(L*1000000)
+
+printf("\n P= %0.2f KN",P)