summaryrefslogtreecommitdiff
path: root/3886/CH4/EX4.2
diff options
context:
space:
mode:
Diffstat (limited to '3886/CH4/EX4.2')
-rw-r--r--3886/CH4/EX4.2/4_2.txt11
-rw-r--r--3886/CH4/EX4.2/Ex4_2.sce23
2 files changed, 34 insertions, 0 deletions
diff --git a/3886/CH4/EX4.2/4_2.txt b/3886/CH4/EX4.2/4_2.txt
new file mode 100644
index 000000000..1100421fd
--- /dev/null
+++ b/3886/CH4/EX4.2/4_2.txt
@@ -0,0 +1,11 @@
+
+--> exec('E:\My program EM\4. Analysis of pin-jointed plane frames\Ex4_2.sce', -1)
+RD=77.50 kN
+RA=72.50 kN
+FAB=83.72 kN (Compression)
+FAE=41.86 kN (Tension)
+FDC=89.49 kN (Compression)
+FDE=44.74 kN (Tension)
+FBE=37.53 kN (Tension)
+FBC=60.62 kN (Compression)
+FCE=31.75 kN (Tension) \ No newline at end of file
diff --git a/3886/CH4/EX4.2/Ex4_2.sce b/3886/CH4/EX4.2/Ex4_2.sce
new file mode 100644
index 000000000..519bc8e53
--- /dev/null
+++ b/3886/CH4/EX4.2/Ex4_2.sce
@@ -0,0 +1,23 @@
+//finding forces in members of truss
+//Refer fig. 4.9
+//Find support reactions
+//applying equilibrium conditions
+//Taking moment about A
+RD=(40*1+60*2+50*3)/4 //kN
+RA=150-RD //kN
+//Consider equilibrium of joint A
+FAB=RA/sind(60) //kN (Compression)
+FAE=FAB*cosd(60) //kN (Tension)
+//Joint D
+FDC=RD/sind(60) //kN (Compression)
+FDE=FDC*cosd(60) //kN (Tension)
+//Joint B (Refer Fig. 4.9 (d)
+FBE=((FAB*sind(60))-40)/sind(60) //kN (Tension)
+FBC=FAB*cosd(60)+FBE*cosd(60) //kN (Compression)
+//Joint C (Refer fig. 4.9 (e))
+FCE=(FDC*sind(60)-50)/sind(60) //kN (Tension)
+//Refer fig. 4.9 (e),(f)
+printf("RD=%.2f kN\nRA=%.2f kN\nFAB=%.2f kN (Compression)\nFAE=%.2f kN (Tension)\nFDC=%.2f kN (Compression)\nFDE=%.2f kN (Tension)\nFBE=%.2f kN (Tension)\nFBC=%.2f kN (Compression)\nFCE=%.2f kN (Tension)",RD,RA,FAB,FAE,FDC,FDE,FBE,FBC,FCE)
+
+
+