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authorprashantsinalkar2018-02-03 10:59:42 +0530
committerprashantsinalkar2018-02-03 10:59:42 +0530
commitd1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (patch)
tree612077a22c8142c0ae754ec11882a4e7d5dc25a4 /3776/CH1/EX1.8
parentf35ea80659b6a49d1bb2ce1d7d002583f3f40947 (diff)
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Modified the code
Diffstat (limited to '3776/CH1/EX1.8')
-rw-r--r--3776/CH1/EX1.8/Ex1_8.sce4
1 files changed, 2 insertions, 2 deletions
diff --git a/3776/CH1/EX1.8/Ex1_8.sce b/3776/CH1/EX1.8/Ex1_8.sce
index e30f1631e..3673b9dd1 100644
--- a/3776/CH1/EX1.8/Ex1_8.sce
+++ b/3776/CH1/EX1.8/Ex1_8.sce
@@ -1,13 +1,13 @@
clear
//Given
-A_angle = 2 //in*2
+A_angle = 2 //sq.in
stress_allow = 20 //ksi, The maximum alowable stress
F = stress_allow*A_angle //K, The maximum force
AD = 3 //in, from the figure
DC = 1.06 //in, from the figure
strength_AWS = 5.56 // kips/in,Allowable strength according to AWS
-//caliculations
+//calculations
//momentum at point "d" is equal to 0
R_1 = (F*DC)/AD //k,Resultant force developed by the weld
R_2 = (F*(AD-DC))/AD //k,Resultant force developed by the weld