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author | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
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committer | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
commit | 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 (patch) | |
tree | dbb9e3ddb5fc829e7c5c7e6be99b2c4ba356132c /3776/CH6/EX6.14/Ex6_14.sce | |
parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '3776/CH6/EX6.14/Ex6_14.sce')
-rw-r--r-- | 3776/CH6/EX6.14/Ex6_14.sce | 12 |
1 files changed, 12 insertions, 0 deletions
diff --git a/3776/CH6/EX6.14/Ex6_14.sce b/3776/CH6/EX6.14/Ex6_14.sce new file mode 100644 index 000000000..6198c1458 --- /dev/null +++ b/3776/CH6/EX6.14/Ex6_14.sce @@ -0,0 +1,12 @@ +clear +//given +//from example 6.9 +St_ul = 2500 //psi - ultimate strength +st_yl = 40000 //psi _ yielding strength +b = 10 //in - width from example +A = 2 //in2 The area of the steel +d = 20 +t_ul = st_yl*A //ultimate capasity +y = t_ul/(St_ul*b*0.85) //in 0.85 because its customary +M_ul = t_ul*(d-y/2)/12 //ft-lb Plastic moment +printf("\n The plastic moment of the system is %0.3f ft-lb",M_ul) |