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author | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
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committer | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
commit | 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 (patch) | |
tree | dbb9e3ddb5fc829e7c5c7e6be99b2c4ba356132c /3772/CH11/EX11.1/Ex11_1.sce | |
parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
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diff --git a/3772/CH11/EX11.1/Ex11_1.sce b/3772/CH11/EX11.1/Ex11_1.sce new file mode 100644 index 000000000..728cd48ab --- /dev/null +++ b/3772/CH11/EX11.1/Ex11_1.sce @@ -0,0 +1,24 @@ +// Problem 11.1,Page no.273 + +clc;clear; +close; + +P=10 //KN //Load +e=0.06 //m //eccentricity +b=0.240 //m //width of column +d=0.150 //m //depth of column + +//Calculations + +sigma_d=P*(b*d)**-1 //KN/m**2 +M=P*e //KN*m //Moment due to eccentricity +Z=(d*(b)**2)*6**-1 //mm**3 + +sigma_b=M*Z**-1 //KN/m**2 + +sigma_CD=sigma_d+sigma_b +sigma_AB=sigma_d-sigma_b + +//Result +printf("Stress at face CD is %.2f",sigma_CD);printf(" KN/m**2") +printf("\n Stress at face AB is %.2f",sigma_AB);printf(" KN/m**2") |