Introduction
Analysis of structures is important for safe design and serviceability to resist loads coming from various sources. These loads re taken into account while designing so that the building does not fail under the application of these loads. These loads may be in the form of uniformly distributed load, concentrated load, triangular load and so on. All these have various points of application and so the center of mass is to be detected for making the calculations easy in every aspect. For example, in seismic zones, the earthquake load plays an important role which is to be considered in seismic analysis. Similarly, in some areas wind is the predominant force and it imposes load on the building which needs to be analysed before any disaster strikes. All these loads create a significant impact in performing structural analysis and any slight calculation mistakes can create life threatening situations.
Civil Engineering enhances the development of physical infrastructures, and environmental sustainability.
Dear sir,
Req:-the IS 2386 method procedure in fine aggregates of results in sieve no 150 microns test results at passing16.4 is coming, but as per Indian standard, 0-10 percentage any problems in concrete
Remarks:- the sample supplied satisfies the requirements of grading zone ll as per IS 383-2016.according to IS 383-2016 for crushed stone sand ,the permissible limits on 150 microns IS sieve is increased to 20%.this doesn’t affect the 5% allowance permitted in CI 6.3 (pls any suggestions for results)
Thanking u sir
Civil engineers build the world’s infrastructure. In doing so, they quietly shape the history of nations around the world. Most people can not imagine life without the many contributions of civil engineers to the public’s health
Hi Engineers
I am facing a problem with a residential elevator that needs maintenance.
The problem is with vibration in the traction motor. We will try to solve with bumpers.
In your opinion, is this enough?
We receive indication of spring bumpers – we immediately rule out the need for spring changes and machine hoists in addition to the spring movement can cause the drive drive assembly to move.
Could you suggest the most appropriate type of material, dimensions and better distribution of these shock absorbers, as well as if you know of some example project where we can guide you?
Thanks in advance.
Sir I want to know that the AMICE degree of the institution of Civil Engineers Ludhiana Punjab is valid for further promotions in future or Govt job?
Pls reply…
Why did the cranking of rods in beams stopped, instead made it straight?
Birds are Civil engineers because they construct there home by considering the effect of loads!!!!!!
Please i need a complete note on chemical stabilization (Geotech)
I want to know about quality control of civil construction work and construction materials also. please guide me, and guide me interview question-answer of interview about quality control.
Huge information of great help. Thanks a lot, sincerely.
which references of BIS specifications, codes are available for under ground water pressure in surrounding Rock mass of tunnel and other underground structures.
which aspect of civil engineering is the best?
solved the fineness of cement by dry sieving and determination and use of factor in fineness test of cement, please solved with example in full calculation.
What is a projection Line?
why do we design for top reinforcement in design of reiforced concrete slab
Thanks for adding our softwares in your “Civil Engineering Softwares” section.
Hello everyone I have a doubt.We constructed a building 18×30=540 Sq.ft 18 ft is from north to south and 30 ft from east to west with ground floor and first floor.In the terrace we are constructing a head room in the south east(Agni moola) and thought placing the two syntax tank (500 liters each)on top of the head room.But the problem is some one told us the south east(Agni moola) can’t go higher than the south west(Kubera moola). So what we thought was just construct columns,beams and slab in the south west(Kubera moola) and place the two syntax tank on top of the slab.The slab dimension is 18×11’6″. In this 18 x 11’6″ area we have six columns.Two columns in the first and two in the middle and two in the last.But the problem now is only one column rod is extending up to the terrace.That column rod is middle one.The other five column rods were cutted for making parapet walls.So now the other columns rods is up to the first floor top slab and not up to the terrace. What can we do to construct the columns beams slab and place the two syntax tank on top?
Hello,
Is there any Water and Hydraulics engineer here?
What is concret PCI Grad or mark and how i can chanch one to other.
suppose In site work any column are not located in right possion and column are already full fill than what can i do fo this problem??????