The masonry pier as shown in fig. is subjected to the 800kN load. If x=0.25 m and y=0.5 m, find the resultant stress intensities at each corner A,B,C,D. Neglect the weight of pier.

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The masonry pier as shown in fig. is subjected to the 800kN load. If x=0.25 m and y=0.5 m, find the resultant stress intensities at each corner A,B,C,D. Neglect the weight of pier.

written 7.1 years ago by

tarashankarsharma • 550

modified 6.1 years ago by

sanketshingote • 100

fig.

strength of materials

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written 7.1 years ago by

tarashankarsharma • 550

Note: In Resultant stress calculation at point A,B,C,D the tensile stress of the point is taken as negative and compressive stress is taken as positive

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written 6.1 years ago by

teamques10 ★ 70k

• modified 6.1 years ago

enter image description here

X = 0.25 m, Y = 0.5 and W = 800 KN

[1] Area of the section = $A = (2.5 + 2.5) \times (1.5 + 1.5) = 5 \times 3$

= $15 \ m^2$

[2] Section modulus about the XX – axis is,

$Z_{xx} = \frac{I_{xx}}{y} = (\frac{3 \times …

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