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Diffstat (limited to '3683/CH4/EX4.1/Ex4_1.sce')
-rw-r--r-- | 3683/CH4/EX4.1/Ex4_1.sce | 11 |
1 files changed, 11 insertions, 0 deletions
diff --git a/3683/CH4/EX4.1/Ex4_1.sce b/3683/CH4/EX4.1/Ex4_1.sce new file mode 100644 index 000000000..ab9edc58a --- /dev/null +++ b/3683/CH4/EX4.1/Ex4_1.sce @@ -0,0 +1,11 @@ +b=250//width, in mm
+d=500//effective depth, in mm
+W=20//UDL including self-weight, in kN/m
+Pt=1//percentage tensile steel
+l=6//span, in m
+V=W*l/2//in kN
+Tv=(V*10^3)/(b*d)//in MPa
+//for Pt=1% and for M15 grade concrete
+Tc=0.37//in MPa
+//as Tv>Tc, shear reinforcement is required
+mprintf("Nominal shear stress in beam=%f MPa\nShear strength of concrete=%f MPa", Tv,Tc)
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