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author | prashantsinalkar | 2018-02-03 11:01:52 +0530 |
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committer | prashantsinalkar | 2018-02-03 11:01:52 +0530 |
commit | 7bc77cb1ed33745c720952c92b3b2747c5cbf2df (patch) | |
tree | 449d555969bfd7befe906877abab098c6e63a0e8 /3886/CH2/EX2.13/Ex2_13.sce | |
parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
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Diffstat (limited to '3886/CH2/EX2.13/Ex2_13.sce')
-rw-r--r-- | 3886/CH2/EX2.13/Ex2_13.sce | 6 |
1 files changed, 6 insertions, 0 deletions
diff --git a/3886/CH2/EX2.13/Ex2_13.sce b/3886/CH2/EX2.13/Ex2_13.sce new file mode 100644 index 000000000..76eb251fe --- /dev/null +++ b/3886/CH2/EX2.13/Ex2_13.sce @@ -0,0 +1,6 @@ +//To determine force in the bar and floor reaction
+//Refer Fig. 2.17(b)
+//Equilibrium equation gives
+S=(7*cosd(45)-5)/cosd(30) //kN
+R=10+7*sind(45)-S*sind(30) //kN
+printf("Tensile force in the bar has magnitude %.3f kN and Reaction from floor is R=%.3f kN",-S,R)
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