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Diffstat (limited to '3862/CH3/EX3.9/Ex3_9.sce')
-rw-r--r-- | 3862/CH3/EX3.9/Ex3_9.sce | 55 |
1 files changed, 55 insertions, 0 deletions
diff --git a/3862/CH3/EX3.9/Ex3_9.sce b/3862/CH3/EX3.9/Ex3_9.sce new file mode 100644 index 000000000..f097d8ab8 --- /dev/null +++ b/3862/CH3/EX3.9/Ex3_9.sce @@ -0,0 +1,55 @@ +clear +// + +//To determine reactions, consider equilibrium equations + +//variable declaration +//all Vertical loading are in KN +PL1=200.0 +PL2=200.0 +PL3=150.0 +PL4=100.0 +PL5=100.0 + +//length in m +UL1=6.0 +UL2=8.0 +UL3=9.0 +UL4=UL2 +UL5=UL1 + +L1=6.0 +L2=6.0 +L3=6.0 +L4=6.0 +L5=6.0 +L6=6.0 + +//moment at point LO + +R2=(PL1*L1+PL2*(L1+L2)+PL3*(L1+L2+L3)+PL4*(L1+L2+L3+L4)+PL5*(L1+L2+L3+L4+L5))/(L1+L2+L3+L4+L5+L6) + +R1=PL1+PL2+PL3+PL4+PL5-R2 + +//Take the section (1)–(1) and consider the right hand side part. + +U3U4=sqrt((1**2)+(UL1**2)) +theta1=asin(1/U3U4) + +L3U4=sqrt((UL1**2)+(UL2**2)) +theta2=asin(6/L3U4) + +//moment at U4 + +FL3L4=(R2*(L5+L6)-PL4*L4)/UL4 + +printf("\n FL3L4= %0.1f KN (Tension)",FL3L4) + +//moment at L3 +FU4U3=(-PL4*L4-PL5*(L4+L5)+R2*(L4+L5+L6))/(cos(theta1)*UL3) +printf("\n FU4U3= %0.1f KN (Comp.)",FU4U3) + +//sum of horizontal forces +FL4L3=FL3L4 +FU4L3=(-FL4L3+FU4U3*cos(theta1))/sin(theta2) +printf("\n FU4L3= %0.1f KN (Tension)",FU4L3) |