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A reinforced concrete footing loaded with concentrated load P as shown in figure produces maximum bending stresses of 10 kN/m2
and 15 kN/m2 due to eccentricities about x-x and y-y axes respectively. If the direct stress due to load acting at Pis 18 kN/m2
(compressive), then intensity resultant stress at corner C will be
Y
D
?
X
X
• ?
A
B


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Civil Engineering

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