How to differentiate the volumes of wet and dry sand / soil?
What is the bearing capacity of soil?
Latest Answer: Soil Bearing Capacity is defined the load which the soil can take safely without deformattion. It is also termed as bearing capacity of soil. ...
Outline step by step procedure of laying the foundation.
Latest Answer: After the set out is done, excavation at the determined point are done. the density of the soil are determined. if ok, the concrete blinding are done before placing the reinforcement start up are placed with the framework ...
What is the procedure of design mix?
The total load proposed on the platform is 40kN/m2. and the plan is 17ft width, 30ft lenght. What should be the thickness of the beam, slab. the platform is for a compactor
What causes cracks in a building? What is the lasting solution to stop the cracks. the cracks show on the beam and block wall
Latest Answer: In walls1. Shear cracks
2. Settlement cracksTo overcome these created cracks use 1. Filling adhesive materials.
2. If the crack is exceed 2mm then use chicken net or polymer strips.In
beams1. Design calculation failure.
2. Sagging failureTo overcome ...
What is the procedure of design mix?
Latest Answer: Design Mix of concrete is an important process to determine the quantity of constituents of the concrete such as cement, aggregate, sand, water as per the grade of the concrete in order to achieve the conglomerate compound. Even the phrase itself advised ...
What is Rolling Constant?
When we go for inverted T- beam for slab?
Latest Answer: We provide inverted T-beam in places like portico. the condition is when their is compression in upper zone & tension in bottom zone then we provide inverted T-beam. ...
Explain what are Column, SLA, Beams and Cover?
Latest Answer: Column is a vertical compressive member which takes vertical loads from the slabs, beams, etc.Beamsare horizantal tensile members that takes shear forces and b.m's from the slabs.Cover is the spacing between the c/c of the reinforcement provided in tensile ...
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