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Diffstat (limited to '629/CH3/EX3.9/example3_9.sce')
| -rw-r--r-- | 629/CH3/EX3.9/example3_9.sce | 11 |
1 files changed, 11 insertions, 0 deletions
diff --git a/629/CH3/EX3.9/example3_9.sce b/629/CH3/EX3.9/example3_9.sce new file mode 100644 index 000000000..bc474c6d2 --- /dev/null +++ b/629/CH3/EX3.9/example3_9.sce @@ -0,0 +1,11 @@ +clear
+clc
+//Example 3.9 HYDROSTATIC FORCE DUE TO CONCRETE
+z=2.44; //height[m]
+w=1.22; //width[m]
+A=z*w //area of panel[m^2]
+g_concrete=23.6; //specific weight of concrete[kN/m^3]
+z_cen=z/2 //depth of centroid[m]
+p=g_concrete*z_cen //pressure at the centroid level[kPa]
+F=p*A //force[kN]
+printf("\nThe force acting on one side of a concrete = %.1f kN.\n",F)
\ No newline at end of file |