Design of Tension Members (PDF)

Download this pdf file for reference and practice purpose or you can also visit our dedicated YouTube channel Technical civil for better and detailed explanation of this topic. Design of Tension members [Download PDF]

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Analysis of Tension Members (PDF)

Download this pdf file for you practice and you can also understand this topic with same notes on our dedicated YouTube channel https://www.youtube.com/Technicalcivil Analysis of tension members (Part-1)  Download

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Limit State Method

In this method of design, the is designed to withstand the safety of for all loads liable to act on it throughout its life, it also satisfied the serviceability requirements such as limitation on deflection and cracking. The aim of design through this method is to achieve acceptable probabilities that structure will become unfit for use to which it is built. It means that it will not reach a limit state or critical state. All relevant limit states should be considered in design to ensure an adequate degree of safety…

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Design Of Intze Water Tank PDF

Learn how to design intze water tank with a solved numerical from this pdf file. You can also watch explanatory video based on this pdf file on our Dedicated YouTube channel “Technical civil”.

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Basic Knowledge for every Civil Engineer

This is the very basic and important knowledge that every civil engineer must have. It can be useful at various places of technical as well as practical field.  CONCRETE GRADES WITH THEIR MIX PROPORTIONS:M-5 = 1:4:8M-10= 1:3:6M-15= 1:2:4M-20= 1:1.5:3M-25= 1:1:2 CONSIDERATION OF CLEAR COVER TO MAIN REINFORCEMENT:1.FOOTINGS : 50 mm2.RAFT FOUNDATION.TOP : 50 mm3.RAFT FOUNDATION.BOTTOM/SIDES : 75 mm4.STRAP BEAM : 50 mm5.GRADE SLAB : 20 mm6.COLUMN : 40 mm7.SHEAR WALL : 25 mm8.BEAMS : 25 mm9.SLABS : 15 mm10.FLAT SLAB : 20 mm11.STAIRCASE : 15 mm12.RETAINING WALL : 20/ 25…

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Rules and Criteria for measurement of Plastering

Rules for Deduction : No deduction shall be made for openings less than 0.5 sq m in area, and no addition shall be made reveals, jambs, soffits, sills, etc. of these openings. No deduction shall be made for ends of joists, steps, etc. not exceeding 0.5 sq m in area. For openings exceeding 0.5 sq m but not exceeding 3 sq m and when both faces are plastered with same type of plaster each deduction shall be made for one face only, and the other face shall be allowed for…

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Estimation of Residential building by “Long wall Short wall” method

Download PDF file of this Estimation. Learn complete estimation process for a residential building with each and every detail in this PDF file. If you want videos of explanation for this estimation, you can easily watch it from our dedicated YouTube channel “Technical civil”. 

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Contingencies & Work charged Establishment

Contingencies The term “contingencies” indicates the incidental expenses of miscellaneous character which cannot be classified under any distinct item sub-head, yet pertain to the work as a whole. To meet such unforeseen expenses an additional amount of 3% to 5% of the estimated cost of the works is provided in the total estimate. Miscellaneous incidental expenses which cannot be classified under any sub-head or item, are met from the amount provided under contingencies. For example, suppose there is an item in estimate for cement plastering 1:4 with neat cement finish,…

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Modified Moment

What is Modified Moment ? Modified moment is generally considered or calculated where there is more than one moment acting at a point or on a span. Let suppose there are two moments acting on a span having opposite nature. It means that we are supposing that if the moment is in clockwise direction, it will be +ve and anticlockwise will be -ve. Now since these two moments are having opposite nature, they will cancel out each other up-to some extent. Now point to be noted here that, always bigger…

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