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The applied shear per unit length

= 1.0 for pads with no eccentricity of load

Therefore

995 x 103 5417

The amount of tensile reinforcement in two perpendicular directions should be 4.3.4.1(9) greater than 0.5%. This is assumed to require p/x + p > 0.5%.

For B1

100/4

s bd

For B2

100/4

s bd

0 0

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