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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 /3864/CH7/EX7.19/Ex7_19.sce | |
parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
download | Scilab-TBC-Uploads-master.tar.gz Scilab-TBC-Uploads-master.tar.bz2 Scilab-TBC-Uploads-master.zip |
Diffstat (limited to '3864/CH7/EX7.19/Ex7_19.sce')
-rw-r--r-- | 3864/CH7/EX7.19/Ex7_19.sce | 64 |
1 files changed, 64 insertions, 0 deletions
diff --git a/3864/CH7/EX7.19/Ex7_19.sce b/3864/CH7/EX7.19/Ex7_19.sce new file mode 100644 index 000000000..63e01c0f3 --- /dev/null +++ b/3864/CH7/EX7.19/Ex7_19.sce @@ -0,0 +1,64 @@ +clear +// +// + +//Initilization of Variables + +d=75 //mm //diameter +P=30*10**6 //W //Power transmitted +W=6 //N-mm/sec //Load +L=1000 //mm +N=300 //r.p.m + +//Calculations + +//B.M +M=W*L*4**-1 //N-mm +T=P*60*(2*%pi*N)**-1 //Torque transmitted + +//M.I +I=%pi*64**-1*d**4 //mm**4 + +//Bending stress +f_A=M*I**-1*(d*2**-1) //N/mm**2 + +//At A +p_x=f_A +p_y=0 + +//Polar Modulus +J=%pi*32**-1*d**4 //mm**4 + +//Shearing stress +q=T*J**-1*(d*2**-1) //N/mm**2 + +//Principal Stresses +P1=(p_x+p_y)*2**-1+(((p_x-p_y)*2**-1)**2+q**2)**0.5 //N/mm**2 +P2=(p_x+p_y)*2**-1-(((p_x-p_y)*2**-1)**2+q**2)**0.5 //N/mm**2 + +//Max shear stress +q_max=(((p_x-p_y)*2**-1)**2+q**2)**0.5 //N/mm**2 + +//Bending stress +p_x2=0 +p_y2=0 + +//Shearing stress +q2=T*J**-1*d*2**-1 //N/mm**2 + +//Principal stresses +P3=(p_x2+p_y2)*2**-1+(((p_x2-p_y2)*2**-1)**2+q2**2)**0.5 //N/mm**2 +P4=(p_x2+p_y2)*2**-1-(((p_x2-p_y2)*2**-1)**2+q2**2)**0.5 //N/mm**2 + +//Max shear stress +q_max2=(((p_x2-p_y2)*2**-1)**2+q2**2)**0.5 //N/mm**2 + +//Answer for Principal Stresses P1,P2 and Max stress i.e q_max is incorrect in Book + +//Result +printf("\n Principal Stresses at vertical Diameter:P1 %0.2f N/mm**2",P1) +printf("\n :P2 %0.2f N/mm**2",P2) +printf("\n Max stress at vertical Diameter : %0.2f N/mm**2",q_max) +printf("\n Principal Stresses at Horizontal Diameter:P3 %0.2f N/mm**2",P3) +printf("\n :P4 %0.2f N/mm**2",P4) +printf("\n Max stress at Horizontal Diameter : %0.2f N/mm**2",q_max2) |