Answer Posted / nishant

.9mm t0 1.02mm

In Abutment walls (A1 side) why we are adopting fixed bearing (POT-PTFE)?

2082

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find the discharge of water through a horizental venturimeter having 400mm dia at the inlet main and 150mm dia at thorat.if the diffrential gauge between inlet and thorat shows a pressure head of 25cm mercury. assume coefficient discharge 0.98 and specfic gravity of mercury as 13.6.

2232

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What do you mean by the word 'shear'?

2258

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How much quantity of rod binding work by a rod binder per day

1490

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How to arrive dry volume of concrete (1.52 to 1.57) ?

2339

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What are the joints wants to made in masonry where door opening, arches like etc..

1718

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What is the density of Fiber reinforced concrete and give me the which fibers we can use in Concrete?

2029

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What is the FE 250 structural steel of 8mm tk plate testing sample intervals with IS code or international code?

2301

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please, what is the required bar for a column of 6mx6m the dept is 405mmx300mm,its an axially loaded ?

1545

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why we are using stub column..? is it possible to construct steel stub column..?

1990

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what is the formula for Mass of cement grout (Dg)=???

2205

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If we have the center line of the Finnish road level and we want to know what level of pay would have offset the Lhs and Rhus RHS 1,2.5,5 1,2.5,5 m.

1994

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What are the materials used in building a gravity dam?

1098

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What is the significance of cost estimate knowledge for an architect?

1642

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Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No.       Loading        Axial force      Moment     Shear 1               DL+LL          1950              600            20 2           Seismic load       250              4800          700

1978

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