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-rw-r--r--3776/CH6/EX6.14/Ex6_14.sce13
1 files changed, 7 insertions, 6 deletions
diff --git a/3776/CH6/EX6.14/Ex6_14.sce b/3776/CH6/EX6.14/Ex6_14.sce
index 6198c1458..3a12216ff 100644
--- a/3776/CH6/EX6.14/Ex6_14.sce
+++ b/3776/CH6/EX6.14/Ex6_14.sce
@@ -1,12 +1,13 @@
clear
-//given
+//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
+st_yl = 40000 //psi _ yielding strength
+b = 10 //in - width from example
+A = 2 //sq.in 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
+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)
+ //answer in the textbook is wrong