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-rw-r--r--3776/CH9/EX9.6/Ex9_6.sce8
1 files changed, 4 insertions, 4 deletions
diff --git a/3776/CH9/EX9.6/Ex9_6.sce b/3776/CH9/EX9.6/Ex9_6.sce
index a8a78e3ed..20e5c1797 100644
--- a/3776/CH9/EX9.6/Ex9_6.sce
+++ b/3776/CH9/EX9.6/Ex9_6.sce
@@ -9,11 +9,11 @@ A = l*w
R_A = 6.4 //k - The reaction at A
R_B = 25.6 //k - the reaction at B
v_max = R_B-l*w //kips the maximum stress, from diagram
-//W8x24 is used from the appendix table 3 and 4
+//W8x24 is used from the appendix table 3 and 4
l =0.245 //in - W8x24 crossesction length
-//Caliculations
+//calculations
-stress_xy = v_max/A //ksi the approximate shear stress
+stress_xy = v_max/A //ksi the approximate shear stress
if stress_xy < stress_allow_shear then
printf("W8x24 gives the allowable ranges of shear stress")
else:
@@ -24,7 +24,7 @@ k = 7.0/8 //in the distance from the outer face of the flange to the webfillet
//a1t+2kt should not exceed 0.75 of yeild stress
Stress_yp = 36 //ksi - The yeild stress
t = 0.245 //in thickness of the web
-//support a
+//support a
a = R_A/(0.75*Stress_yp*t)-k //in lengths of the bearings
//support b
a_1 = R_B/(0.75*Stress_yp*t)-2*k //in lengths of the bearings