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design a 3-meter cantilever slab to carry a uniform total dead load of 8.2KN/m^2 and a concentrated live load at the free end of 30 KN/m. f''c=28Mpa fy=420Mpa.
If y1 and y2 are alternate depths of a rectangular channel show that Yc³ =2y1²y2²/(y1+y2) Also specific energy E = y1²+y1y2+y2²/(y1+y2)
HowWet mix macadam is prepare
differentiate between Dumpy level:The Wye or Y level:Cooke''s reversible level: Cushing''s level:Tilting level and Automatic level
A masonry retaining wall is 1.5 m wide at the top, 3.5 m wide at the base and 6 m high. It is trapezoidal in section and has a vertical face on the earth side. The backfill is leve
what is couple?
is shear stress distribution on I and T sections are same????
Please help me to write a c program to find strength and efficiency of lap joint, single cover butt joint, double cover butt joint
WHAT IS THE DIFFERENCE BETWEEN FERROUS AND NON FERROUS METALS
what is whole circle barring
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