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Design a cantilever type retaining wall to retain sand for 4m above the ground. The sand fall slopes at the rate of 1 vertical to 2 horizontal. The weight of sand is 18000 N/m3, the angle of repose being 30. The safe bearing capacity of the soil is 200 kn/m2 at 1/25m below the ground level. Use m 15 concrete mix.
pls give me some basic informations in construction of a structure?
Power grids in two adjacent states(A&B) are interconnected. Can power grid in state A can be represented by Thevenin Equivalent Circuit. If not explain Why?
What are the reasons for geotechnical site investigations in uganda?
how to calculate weight of 1.8 cum of aggregate
what is concrete canvas?
how many tonnes equals to one cubic feet?
what do you mean by yeild stress of a material? What will happen when hit is given to cement?
what is the tensile strength of 10swg and 8swg gabion wire?
what is the steel difference between np-2 and np-3 pipes and weight also
Can anyone suggest how to determine scheduling of reinforcement of floor beams from Staad model,other than clicking each beam respectively 7 noting down the values ?
how much area can be platered by a mason for exterior
how many kg cement & fine sand reqird in one sq meter 1:6 mortar ratio?
how to estimate costing from quantity givin in BOQ and according to this how we fill tender and final rate for perticular work.....?
What is the formula for figuring out how many gallons of water are in a pipe by the foot?
