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author | prashantsinalkar | 2018-02-03 11:01:52 +0530 |
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committer | prashantsinalkar | 2018-02-03 11:01:52 +0530 |
commit | 7bc77cb1ed33745c720952c92b3b2747c5cbf2df (patch) | |
tree | 449d555969bfd7befe906877abab098c6e63a0e8 /3862/CH10/EX10.2/Ex10_2.sce | |
parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
download | Scilab-TBC-Uploads-master.tar.gz Scilab-TBC-Uploads-master.tar.bz2 Scilab-TBC-Uploads-master.zip |
Diffstat (limited to '3862/CH10/EX10.2/Ex10_2.sce')
-rw-r--r-- | 3862/CH10/EX10.2/Ex10_2.sce | 23 |
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) |