state gov RSMSSB JE Agriculture Mock Test 2024 Irrigation Engineering Dams and Spillways

Direct stress due to self-weight and extreme bending stress at the base of a masonry dam is given as 22 N/mm2 and 44 N/mm2 , respectively. Determine the value of extreme resultant stresses.

1
Max. stress = 66 N/mm2 , Min. stress = −22 N/mm2
2
Max. stress = 44 N/mm2 , Min. stress = −66 N/mm2 
3
Max. stress = 66 N/mm2 , Min. stress = 22 N/mm2
4
Max. stress = 44 N/mm2 , Min. stress = 22 N/mm2
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