| Subject | Date Asked |
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| Questions regarding ETABS | 1/7/2009 |
Q: I want to ask the following questions regarding ETABS. What property shall I assign to Slab Objects ... A: Membranes have only in-plane stiffness (so can be used to simulate diaphragms), plates have ...
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| Structural Design | 1/5/2009 |
Q: I would like to know what is the formula for calculating Lap length and Anchorage as per the BS ... A: Lap lengths depend on a lot of variables, such as bundling, distance from edges, whether they are in ...
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| Civil Engineering | 1/3/2009 |
Q: How can we extend the existing foundation? or in other words How can we connect the existing ... A: The best way to do this is to hack back the side of the existing foundation to about 50mm beyond the ...
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| foundation | 1/2/2009 |
Q: I have a foundation of an existing 4x10 meters with isolated footing and reinforced concrete grade ... A: If you are connecting the foundations, then it would be better to also connect the rest of the ...
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| building construction | 12/29/2008 |
Q: what is the defference between a pad and raft foundation A: The main difference is in proportions and how many applied loading points there are. A pad is ...
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| Foundation Design | 12/28/2008 |
Q: I am doing my 1st year B.Sc Architectural Engineering, and for my geo-technical assignment, using an ... A: The following websites give you step-by-step procedure for designing a strip footing: ...
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| Main rebar of column cutted | 12/23/2008 |
Q: the main bar for the column of 4th floor (last floor) cutted by MEP people, please give me the ... A: Nadeem, My earlier answer still applies- you need to do a stress check to see if the cut rebar is ...
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| basement waterproofing | 12/23/2008 |
Q: One basement 10 meters beneath the ground level is being done. The raft thickness is .75 meters . ... A: This problem has arisen possibly because proper de-watering system was not installed? Also, I would ...
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| Main rebar of column cutted | 12/23/2008 |
Q: the main bar for the column of 4th floor (last floor) cutted by MEP people, please give me the ... A: You have not given me enough info to advise properly, but if the bar is critical to the structural ...
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| lift well design | 12/21/2008 |
Q: I am student of final year construction technology. I am designing a lift well 1.8 m x 2.1 m. I want ... A: In simple terms, work out the total vertical loading (W)on the total liftshaft (from beams/slabs ...
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| Volunteer civil engineering wok | 12/20/2008 |
Q: I have just finished with my B.E civil engineering and now I wish to gain experience. I have a full ... A: That is very pro-active of you and commendable. Much as I would like to be your mentor, my current ...
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| RCC | 12/19/2008 |
Q: Asalam-o-Alaikum, I want to know the possible solution for the following : A remarkable gap has been ... A: You have not given sufficient information for me to form an opinion and isn any case such cases ...
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| GROUND BEAMS & GRADE SLABS | 12/19/2008 |
Q: how to design a beam ans a slab resting on the ground or back filled soil? Do i have to make a staad ... A: Ahmed, This is complex soil-structure interaction problem and depends on the stiffness of the ...
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| final year project | 12/17/2008 |
Q: How do I design a low rise building e.g two or three floors, using materials such as reinforced ... A: This is a very complex and involved question to answer over this medium. However, the following ...
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| Pile Cap Design | 12/15/2008 |
Q: I just want to know, which code provides most economical pilecap design, Is it preferable to use any ... A: You are correct that the pile cap needs to be stiff enough to uniformly transmit the load, which is ...
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| e-tabs output check for multistorey residential building | 12/15/2008 |
Q: after running the e-tabs model including all factors like, type of soil, zone factors, ca & cv. i ... A: The aspects you ask about depend on the shape and aspect ratio of the building and also location, so ...
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| e-tabs output check for multistorey residential building | 12/14/2008 |
Q: after running the e-tabs model including all factors like, type of soil, zone factors, ca & cv. i ... A: The checks you should do are: 1. Check the last run log file for any errors, then correct those. 2. ...
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| flat slab | 12/12/2008 |
Q: 1. if a flat slab system is analyzed three dimensionally on software-etabs then to calculate ... A: There are several references to ductile detailing, such as the ones below: ...
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| flat slab | 12/11/2008 |
Q: 1. if a flat slab system is analyzed three dimensionally on software-etabs then to calculate ... A: Yes, you need to add the stresses from both axial as well as unbalanced bending, which could also be ...
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| Deflection of flexural members | 12/10/2008 |
Q: Do I Have to check Deflection of Beams with service loads or ultimate loads. Staad uses the ... A: Most codes stipulate a total deflection limitation of span/250 for service loads only (DL+LL)and ...
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| use of differential eqns in civil engineering | 12/8/2008 |
Q: I researched about application of differential equations in civil engineering but i can not find ... A: This is not my area of expertise, but the following websites have some answers for you: ...
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| RC analysis & design | 12/5/2008 |
Q: I have 3 questions to ask, i will be grateful if you could answer the questions. 1.Staad gives ... A: 1. Yes, follow the convention that is given in the help menu of STAAD. 2. In most cases that is ...
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| RC analysis & design | 12/5/2008 |
Q: I have 3 questions to ask, i will be grateful if you could answer the questions. 1.Staad gives ... A: Here are your answers: 1. Yes, consider both Mx and My 2. Yes you need to ensure they have good ...
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| concrete technology | 12/4/2008 |
Q: what are expected value/percentage strength of concrete cube test at 7,21 and 28 days for design ... A: These percentages can vary a lot depending on the mix design and type of cement used, but on ...
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| MAT FOUNDATION MODEL | 12/2/2008 |
Q: I have few more questions to ask, i will really appreciate, if you could help me with your ... A: If the 3-7 value is very localised (small area), then you can ignore it. Also make sure you are ...
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| how to design a RCC footing | 12/2/2008 |
Q: what is the procedure to design a RCC footing in a building. A: Basically you need to work out the total vertical (gravity) loading and the total lateral (wind or ...
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| MAT FOUNDATION MODEL | 12/1/2008 |
Q: I have few more questions to ask, i will really appreciate, if you could help me with your ... A: 1. From the support reactions, you can determine whether the soil bearing capacity has/has not been ...
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| asking questions | 11/29/2008 |
Q: what is the role of civil engineering in any society?and speculate on the future of civil ... A: This sounds like a homework/essay question, which really you should do your own research for. ...
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| Help Please | 11/28/2008 |
Q: I am very much interested in this course though i feel i am weak in drawing but i can visualise ... A: If you can visualise structures in 3-D, then you can always develop your drawing skills. It is ...
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| seismic basics | 11/27/2008 |
Q: i need help in seismic design... Our instructor refuses to teach us seismic analysis...and we don't ... A: If you have an analysis package, then model the building in 3-D, apply a horzontal displacement in ...
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| Rcc Slab | 11/26/2008 |
Q: How we can calculate the load on a slab dead load and live load in a house A: You can work out the dead load by knowing the density and size of the structural members and ...
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| foundation design | 11/26/2008 |
Q: I am a student civil engineer from Kenya. am made to design a piled raft foundation for 4 no. LP Gas ... A: Jambo, Timothy, If I have interpreted your figures correctly, each tank will weigh around 70,000 ...
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| How reinforcement to be provided in WALLS | 11/25/2008 |
Q: Can the derived reinforcement be provided 50% on each face i.e on the earth side and opposite side ... A: This depends on whether the wall is carrying mainly vertical loads (like columns), in which case you ...
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| Result Analysis | 11/25/2008 |
Q: please tell me how to analyze the results of the concrete cube crushing test? what is the level of ... A: Usually this is based on statistical data and the standard deviation and current margin as ...
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| Regarding Machine Foundations | 11/25/2008 |
Q: Salam How to do the dynamic analysis of foundation on which different types of machines operating ... A: This is quite complex, so it may be better to separate out the bases if possible. I am not an expert ...
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| RCC Beams | 11/24/2008 |
Q: Sir, Could you please give instructions or idea for designing an economic section of beam spanning ... A: In oredr to design such a beam you need to estimate the total imposed loading and then analyse it ...
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| 3d modelling using staad | 11/24/2008 |
Q: I would be very thankful to you, if you could answer my question. When we make a 3d model of a RC ... A: If you have full continuity rebar (top and bottom) in your beam/column junction, then this can be ...
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| Honey combing in Structural Members | 11/22/2008 |
Q: Can you please direct me the remidial measures available for honey combing and the effects of honey ... A: If the honeycombing is in tensile zone (e.g. midspan of beams/slabs), then the main danger is ...
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| Ribbed slab | 11/21/2008 |
Q: Sir can you pls direct me on how the rib slab fuction.. Also how about the two way rib slabs ?? ... A: This works like a series of parallel beams (usually at 750 or 900mm centres, connected with a thin ...
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| Raft foundation help | 11/21/2008 |
Q: I have a multistorey uilding for which I want to provide a raft type footing.the problem is if I ... A: What you mean is a cellular raft and you will find some info on that in the following website: ...
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| civil engg | 11/17/2008 |
Q: Sir, please let me know the approximate total load (DL+LL) for a typical common 2-storey family ... A: This will vary between 14-18 kN/m2 per floor for habitable spaces and about 12-14 kN/m2 for the ...
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| Regarding plinth beams | 11/16/2008 |
Q: I would be thankful to you, if you answer this few questions. 1. what is the maximum distance for ... A: If what you mean by a plinth beam is a down-standing beam, then this is a more economical solution ...
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| Reinforce Concrete Thickness-Please Help | 11/14/2008 |
Q: I have a problem in which I know the forces on a suspended reinforced concrete slab and the width ... A: The fonmulae are quite complex, so you will need to refer to guides such as BS 8110, or visit the ...
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| Structural design | 11/13/2008 |
Q: Is there any special procedure for calculation of shear stress in prestressed members(beams/slabs) ... A: Flat slabs will impose less moments to columns than beams/slab systems when considering lateral ...
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| Reinforce Concrete Thickness-Please Help | 11/12/2008 |
Q: I have a problem in which I know the forces on a suspended reinforced concrete slab and the width ... A: Yes, there are formulae for this, which you can see in the following website: ...
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| Structural design | 11/11/2008 |
Q: Is there any special procedure for calculation of shear stress in prestressed members(beams/slabs) ... A: In principle there is no difference from normal RC design as the maximum permissible shear stress in ...
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| Dome Analysis | 11/11/2008 |
Q: I am trying to make a finite element model of a Dome on Etabs. I understand that Etabs do not accept ... A: Yes there is a very simple way. Draw the curvature of the dome in elevation by a series of straight ...
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| RIBBED FLOOR CONSTRUCTION | 11/11/2008 |
Q: I NEED A DETAIL WRITE UP ON RIBBED FLOOR CONSTRUCTION WITH PICTURES AND REFERENCES.THANK YOU SIR A: This is a very efficient form of slab construction which is alos called a Pan Joist system in the ...
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| raft foundation | 11/10/2008 |
Q: How would u construct a raft foundationin in soft clay for a large structure(5 storey)? What are the ... A: The advantages of a raft foundation are that it distributes the loading from a building relatively ...
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| Regarding expansion joints | 11/9/2008 |
Q: I would be thankful to you, if you answer this few questions. 1. what is the maximum distance for ... A: 1. For retaining wall at edge of property, you can make it work by incresing the base width (length) ...
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| Final Year Project | 11/8/2008 |
Q: I'll be starting my final year (undergraduate level) in civil engineering from Pakistan. I am ... A: Good to hear that you are doing your final year. Here are my answers: 1. Yes, if you can find a ...
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| Regarding expansion joints | 11/8/2008 |
Q: I would be thankful to you, if you answer this few questions. 1. what is the maximum distance for ... A: The distance for expansion joints is mainly determined by temperature changes and less so by seismic ...
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| design of strip foundations | 11/3/2008 |
Q: l am an undergraduate student in civil engineering. Al am currently on industrial training , l have ... A: Ia m afraid that this still does not give me sufficient info, but based on my previous answer you ...
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| Notes On RCC Designs | 10/31/2008 |
Q: I am a fresh graduate in Civil Engineering. I am looking for some advice from experts. In this ... A: Try the following website as it has a lot of useful advice/gudelines: For RC buildings, the first ...
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| design of stri foundations | 10/29/2008 |
Q: l am an undergraduate student in civil engineering. Al am currently on industrial training , l have ... A: Without knowing the plan dimenisons, it is difficult to confirm figures, but on average a building ...
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| Costruction Engineer | 10/1/2008 |
Q: I'm a senior in high school that is doing a paper on construction engineering. If possible, I would ... A: Well, it's a very exciting and fullfilling career, but not as highly-paid as other professions such ...
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| vertical hilty | 10/1/2008 |
Q: i had designed the shear wall ,but by mistake at site they have casted the shear wall with some ... A: Depending on whether the bars are subjected to tension or compression, there will be different ...
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| material science | 9/30/2008 |
Q: Is the stress value indicates the capacity of the object? how shear force originates in structural ... A: Stress is force divided by area- for example, if there is a beam member 2cm wide by 3cm deep, so the ...
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| sizing structural materials of a deck | 9/29/2008 |
Q: In order to use rainwater collected from my roof for household and garden purposes, I need to store ... A: Due to liability reasons, I cannot perform a design for you but merely give advice. I would imagine ...
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| Structural engineering | 9/29/2008 |
Q: Sir, How the shear wall is useful for multistoried RCC buildings is it compulsory to provide that ... A: That depends on the aspect ration of the building (height to minimum horizontal dimension) and also ...
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| SAFE | 9/27/2008 |
Q: Is there anyway I can receive foundation design examples which I can open in SAFE8? I dont get right ... A: Yes, within SAFE there are several examples that you can review. Also, if you have any problems with ...
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| rubble packing | 9/20/2008 |
Q: what is the advantage of using dry rubble packing as a foundation will the building fall down if the ... A: Rubble packing is normally used under ground bearing slabs and sometimes under foundations as well, ...
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| MS in civil Engineering | 9/19/2008 |
Q: i am in my final year now n i plan to do ms either in Construction management or structural ... A: Manthan, Currently there are very good job opportunities in both fields so I would suggest you go ...
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| Civil Engineering questions | 9/16/2008 |
Q: my name is Joe Bittner and i am a student a Pius XI High School. We have to do a paper on a field of ... A: Hi Cory, My job title is Director of Structures. The starting salary for a graduate in UK would be ...
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| Interview | 9/15/2008 |
Q: my name is Cory Briggs. I was recently assigned to write a paper on a career that I am interested ... A: My job title is Director of Structures. The starting salary in UK would be around GBP 25,000 per ...
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| bending moment | 9/12/2008 |
Q: I am studying in second year Diploma civil engineering I wanted to know how to calculate bending ... A: This is very basic structural analysis which you will need to read a book to understand. In brief,a ...
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| Steel deck + concrete diaphragm | 9/12/2008 |
Q: i'm from italy but i have to design with american codes. I have to design a diaphragm with corrugate ... A: I think this is to do with the shear capacity of the lugs that are welded through the decking on to ...
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| Concrete specifications | 9/12/2008 |
Q: In gulf states when we said Grade 25 or Grade 35 concrete what does it mean? What will be the ratio ... A: Grade 25 means the crushing cube strength of the concrete at 28 days is 25 N/mm2. Ditto for 35, 40, ...
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| Construction Methods | 7/29/2008 |
Q: How to design a slab of the following:Y=4000mm,X=8000mm using reinforcement of Y12-250c/c-B1-01.What ... A: This sounds like a slab of width 4m and length 8m, with rebar of 12mm diameter (Y means high-yield ...
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| Inclined columns | 7/29/2008 |
Q: I WANT TO KNOW HOW TO DESIGN INCLINED COLUMNS A: They can be designed as vertical columns but taking care to design for the additional moments due to ...
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| E TABS | 7/28/2008 |
Q: What are the Pros and Cons of using E TABS to design a CONCRETE STRUCTURE ? A: This is a very general question and really depends on the type, size and complexity of the ...
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| Compaction and compaction eqpment | 7/27/2008 |
Q: hello sir what is compaction and various compaction masonry in civil engineering? A: Compaction requires different machinery for different materials- e.g. for concrete you need a ...
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| bidges | 7/21/2008 |
Q: Archad, what makes Cable-stayed bridges safer than suspension bridges in case of hurricanes and ... A: I have not really thought of this before but I reckon it is because in a suspension brigde there are ...
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| cracks in structures | 7/20/2008 |
Q: I am a quality control engineer and I notice we keep getting a lot of cracks in our box culverts and ... A: This could be due to several reasons, such as very thick or very thin concrete cover to rebar, outer ...
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| Demolition of Existing Slab. | 7/19/2008 |
Q: I need to demolish a part of a 6" concrete pitch roof slab due to addition of a room on the terrace, ... A: You have not given me sufficielt details to enable me to advise you properly. However, assuming that ...
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| timber use in bridge | 7/18/2008 |
Q: Arshad, i have a college assignment looking at an extreme scenario where an 80 m bridge over a ... A: You have not given me enough info to advise properly, but for an 80m free span bridge, you will ...
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| civil engineering | 7/16/2008 |
Q: Archad, what's the way to be an excellent civil engineer comparing with the recent world life which ... A: That is a good question. The way to assess engineering excellence is to design and build structures ...
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| fc and fcu | 7/15/2008 |
Q: What's the difference between f'c and fcu? How do I convert f'c to fcu? Thanks ANSWER: Hi Ben, ... A: On reflection, fc could mean cylinder crushing strength (usually in USA) and fcu could be a cube ...
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| Diaphram action of metal deck slab | 7/14/2008 |
Q: In continuation to your reply to Adam for the above subject i would like to add further question for ... A: 1. No, usually the gravity loading rebar is different from the diaphragm rebar, although the two can ...
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| Civil Engineering | 7/12/2008 |
Q: What are the career opportunities do I have As an civil engineer with MBA (Specialization in ... A: Ashish, That depends on what stage of your career you are at. If it is at the beginning, you little ...
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| grade slab for mobile racks | 7/12/2008 |
Q: how we can design the grade for mobile racks of heavy load for industrial building, it would be ... A: This would be considered a structural slab on grade, and the design needs to take account of the ...
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| Flat slab design | 7/10/2008 |
Q: Respected sir, I, vijay, am doing my masters in structural engineering at IIT Kanpur, India. ... A: The most critical aspects of designing flat slabs are: 1. Punching shear around columns 2. ...
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| how to start for a job after a long break | 7/7/2008 |
Q: i am 2004 pass out.i got married when i was in my final semester.my husband worked at Hindalco ... A: Four years is not too long, so long as you have been keeping in touch with engineering. There are ...
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| Column Reinforcement | 7/7/2008 |
Q: Reinforcement bar of column at 1st floor cutted by mistake,beam and screed over hollow core slab ... A: The ebst solution for this si to expose about 100mm of the column bars and connect them to starter ...
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| culvert | 7/7/2008 |
Q: I am trying to design a 2 span bridge that has the shape of a box culvert as per american code ACI ... A: It's dificult to send/do designs via this medium, but you can either take guidance from the famous ...
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| Masonry Reinforcement | 7/6/2008 |
Q: Good Day, Sir! I'm a new Engineer (from the Philippines) here in Bahrain. I just want to ask, what ... A: In that case you need to have a base plate at the bottom of the steel column and anchor that into ...
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| Masonry Reinforcement | 7/6/2008 |
Q: Good Day, Sir! I'm a new Engineer (from the Philippines) here in Bahrain. I just want to ask, what ... A: Neil, As Bahrain is not a seismic zone, there are no specific requirements for masonry rebar, ...
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| Civil Engineering or Archictural | 7/1/2008 |
Q: I am MansoorKhalid sending you this email from Peshawar Pakistan. I had finished my first year ... A: From what you are saying, you should go for a course in civil engineering and then you can later ...
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| load bearing capacity of slab | 7/1/2008 |
Q: salam, sir i have asked a question already about load bearing capacity of a slab. my question was, ... A: This is a bit difficuolt to assess accurately, but based on the info you have given I would say that ...
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| Structural Engineering. | 6/30/2008 |
Q: I would like to know is it possible for me to connect steel joist to an existing RCC beam,if so what ... A: Yes, you can do that by using a flange/base plate at the end of the steel member and using drilled ...
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| chemistry in civil eng. | 6/29/2008 |
Q: Archad, well why does a civil engineer study courses connected in chemistry? well don't worry about ... A: Chemistry is useful for civil engineering because it helps to understand the materials and how to ...
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| slab load bearing capacity | 6/29/2008 |
Q: we have a floor thickness 3 inches of concrete(1:2:4) with .25 inch diameter steel reinforcement @ ... A: This is a bit difficuolt to assess accurately, but based on the info you have given I would say that ...
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| Eccentric Footing Analysis | 6/27/2008 |
Q: Sir, I am a Structual Engg. student. My project is going on this topic. i want to know the analysis ... A: By adding in the triangular element all you will do is help in reducing punching shear- your ...
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| rods in bridges | 6/26/2008 |
Q: Archad, when a bridge is made over a river, the bridge stands over an arc made of specific elements, ... A: I am sorry, but your question is still not clear- what do you mean by rod? Do you mean a beam or are ...
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| rods in bridges | 6/25/2008 |
Q: Archad, when a bridge is made over a river, the bridge stands over an arc made of specific elements, ... A: I do not quite understand your question, but in principle so long as the arch bridge has good ...
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| column load support | 6/25/2008 |
Q: hai arshad khan,can u brief me how much load can support by column (300X300X1000MM ht).tq A: The formula for this (assuming axial load only) is 0.35*Fcu*300*300+0.87*fy*As, where fcu is cube ...
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| RCC LIFT SHAFT, Circular Stairs | 6/24/2008 |
Q: I have completed my civil engineering and now got a job as a structural designer. I would like to ... A: You have too many questions, most of which you should ask your mentor at work to help you with. ...
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| beam-column connection | 6/24/2008 |
Q: Please let me know the connection details of RCC beam to inclined column details, as the bars for ... A: In this case, it is best to take the column bars to the top face of the beam and bend them along the ...
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| deflected bondeck slab | 6/14/2008 |
Q: GHi Mr Arshad A bondek floor slab has deflected excessively due to the absence of propping during ... A: As this is a proprietory product, you should really seek advice from the manufacturers. However, in ...
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| rods in the buildings | 6/14/2008 |
Q: every buildings has rods, these rods represent the normal reaction of the ground against the weight ... A: If you are talking about reinforced concrete buildings (not steel buildings), then yes there so so ...
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| pile cap | 6/14/2008 |
Q: I work in a consultancy firm in kolkata, india. My question is that is it possible to cast a two ... A: This is difficult to say without knowing the piles capacity for lateral bending and the column loads ...
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| Timber Design | 6/12/2008 |
Q: I'd like to know which standards are used in timber design, preferably for timber that's available ... A: I do not know about Uganda, but in Kenya the Ministry of Works has a local code that follows the ...
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| design slab | 6/7/2008 |
Q: how to design a slab ,rcc members.i want pursue my career as strucural engineer,so please guide me A: This is quite a complex subject, so you will need to study some books, but basically you design as ...
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| skyscrapers | 6/5/2008 |
Q: welcome to your returning. well I spend many days waiting you :D well every skyscraper must have ... A: I am not sure I quite understand your question, but basically hihsie buildings are designed to ...
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| Span & PSF rating for 6" concrete on deck form and I-beams | 5/22/2008 |
Q: I need to know the maximum span 22 gauge 1.5C conform deck steel can handle with a 6" total depth ... A: I am not familiar with Conform decking (must be a US product), but you need to consult their ...
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| conection B/w column & Slab | 5/21/2008 |
Q: I want to know how we do connection b/w column reinforcement and Slab reinforcement. A: Normally this connection is via beams that span into columns, but if you are asking about flat ...
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| Relevant to steel | 5/20/2008 |
Q: I want u to tell me the difference between Hot rolled and cold twisted Steel bars, what is ... A: Hot rolled mild steel has lower rebar yield strength (250 N/mm2) while cold twisted HY rbar has 460 ...
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| Diaphragm shear transfer in concrete slabs | 5/20/2008 |
Q: I have a question regarding diaphragm shear in concrete slabs. I would like to ask you how this ... A: The principles for diapgram forces in RC slab are the same for what you describe for steel beams ...
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| RE: CONNECTION BETWEEN R.C STUMP AND HARD WOOD COLUMN. | 5/19/2008 |
Q: HAI ARSHAD KHAN I WANT TO ASK U ABOUT CONNECTION BETWEEN R.C STUMP (300mmx300mmx1000MM(h))AND WOOD ... A: The best way to do this connection is to design a steel cap at the bottom end of the wood column ...
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| building science | 5/18/2008 |
Q: what procedures must be followed when calculate a beams bending moment ,UDL and where in the ... A: For UDL, the bending moment is a simply-supported beam is WL2/8 where W is the total applied +self ...
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| concentrated loads on an elevated slab | 5/17/2008 |
Q: I have an elevated slab supported by open web steel joists on 18" centers. I need to install two ... A: Without knowing the spacing of the 6 feet it is difficult to give proper advice, but as a guide the ...
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| cracks in footing | 5/10/2008 |
Q: I have observe some cracks not too much deep in footing near the dowels of column reinforcement. I ... A: You have not given me enough details to make a proper assessment but if they are minor surface ...
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| post tension slab | 5/6/2008 |
Q: i need to check for opening in post tesion slab.slab in 7.5*7.5 m. opening size is about 1m*.6m this ... A: Although you are designing columns as pinned, in reality they will attract moments from the slab due ...
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| Concrete slabe on grade | 5/5/2008 |
Q: Existing 5" concrete slab with no. 4 bars at 24" o/c located at med depth. What point load can it ... A: This is very difficult to assess as it depends on the quality and compaction of the sub-grade and ...
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| structural engg | 5/5/2008 |
Q: i am constructed steel bridge over a small nalla & span of bridge is 50 feet & one side rcc paradi & ... A: I am sorry to say that you have not given me enough information and in any case I do not offer a ...
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| SILO | 5/4/2008 |
Q: i want to design metal silo foundation, silo is 32m dia & 23 m height & its grain capacity is 8000 ... A: If the RC wall is also subjected to grain pressure then you can design it in hoop stress, with the ...
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| SILO | 5/4/2008 |
Q: i want to design metal silo foundation, silo is 32m dia & 23 m height & its grain capacity is 8000 ... A: Much as I would like to help you, I cannot picture what you mean about the shear wall and stiffners. ...
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| what is honey combing | 5/3/2008 |
Q: sir what is exactly this honey combing,and where it will occur generally,and even what is ... A: Honey combing is what happens when concrete is not compacted properly and voids form between the ...
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| assignment | 5/2/2008 |
Q: the role of civil engineer in the construction company A: I have been asked similar questions before, so if you do not mind I will cut-and-paste the Q & A: ...
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| rcc beam | 4/25/2008 |
Q: at one of our existing single storey car wash building, a contractor has cut concrete from the top ... A: This is a bit difficult to say for sure, without looking at the drawings and loading, but in general ...
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| Rubble packing | 4/12/2008 |
Q: why is rubble packing done in foundation of footings?does it increase the load bearing capacity of ... A: This is used to basically even out any soft-spots or localised depressions caused by the ...
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| Design of Lift Well | 3/30/2008 |
Q: I want to design a lift well in a three storey hospital building. Size of the well is (7ft. x 7ft.) ... A: This is a very difficult question to answer, as a lot depends on what else is spanning on to the ...
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| STAAD analysis | 3/29/2008 |
Q: WE are in our final year B.Tech Civil... We are doing a project i.e Analysis and Design of 3 storey ... A: Syed, when you do sub-frame anaysis, the total column loads have to be added separately by hand or ...
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| STAAD analysis | 3/21/2008 |
Q: WE are in our final year B.Tech Civil... We are doing a project i.e Analysis and Design of 3 storey ... A: This is difficult to explain over this forum- I suggest you refer to a textbook on structural ...
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| STAAD analysis | 3/21/2008 |
Q: WE are in our final year B.Tech Civil... We are doing a project i.e Analysis and Design of 3 storey ... A: Syed, Yes, footing needs to be designed for bending moment, whether on not it is on rock- if column ...
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| STAAD analysis | 3/20/2008 |
Q: WE are in our final year B.Tech Civil... We are doing a project i.e Analysis and Design of 3 storey ... A: This is a difficult subject to mentor over this forum, but here are some answers: 1. Loading is ...
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| etabs beam modeling | 3/14/2008 |
Q: can etabs model beams spanning from one story to another ie. inclined beams? why is it the line type ... A: Yes, ETABS can do inclined beams and it is just a default description that anything inclined is ...
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| excavations | 2/28/2008 |
Q: I am interviewing with a company that does large scale land reclaimations and excavations. What ... A: I am not an expert on this, but basically you should be confident in your responses and do not try ...
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| Concrete classes | 2/14/2008 |
Q: Please explain to me the various ratios of concrete.there is class 15 class 20 class 25 and class 30 ... A: Yes, you can usually get classes from 10 N/mm2 in increments of 5 to anything upto 100 N/mm2 or ...
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| Using steel plate to spread concentrated loadod | 2/13/2008 |
Q: Arshad, An r.c.slab of an exhibition hall is designed with an imposed live load of 10 kN/m2. A ... A: Yes, that should do the trick, assuming that the base plate is stiff enought to spread the laoding ...
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| RCC designing | 2/2/2008 |
Q: what is the bending moment A: This is very basic- it is the moment caused in a beam (or column or wall), due to external loading ...
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| flat slab | 2/1/2008 |
Q: I am Deepthi a structural engineer, I wanted to know if a flat slab can be analysed using STAAD. If ... A: STAAD is not very good for flat slab design, but you can get approximate results by meshing the ...
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| Bearing shear wall system | 2/1/2008 |
Q: I am designing a 12 story concrete building with shear walls, the frame system is bearing wall ... A: Depending on the detailing, the beams can be fixed or pinned or partially relaesed and ETABS will do ...
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| Raft foundations | 1/20/2008 |
Q: Khan, I would like to know how to calculate the thickness of the raft I require for a single storey ... A: The best way for this is as follows: 1. Work out the total load down, and divide by the area of the ...
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| Mix Design | 1/19/2008 |
Q: Please let me know the actual mix design with one problem practiced in site A: This is quite a complex issue, as mix design depends on the class of concrete, the aggrrgate type ...
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| Civil Engineering | 1/17/2008 |
Q: This question is like a test question. You have three houses in a row, above the three houses their ... A: This is a mind-bender puzzle rather than civil engineering and is difficult for me to answer without ...
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| Maximum Distance Between Concrete Steel Post | 1/6/2008 |
Q: What is the Maximum Distance Between Concrete Steel Post and what size of reenforced steel bar ... A: Your question is confusing- are you talking about concrete posts or steel posts? In any case, I ...
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| Concrete bridges | 12/26/2007 |
Q: Mr. khan can you tell me about the different kinds of concrete bridge? A: There are many types of concrete bridges, starting from a simple reinforced beam-and-slab for short ...
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| civil engineering concrete technology | 12/22/2007 |
Q: please tell me sir, what is 63, 53, 33 grade cements?why is indicated? A: This is related to the compressive strength at 28 days age, in Mpa, and is a function of how finely ...
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| Design small column & slab | 12/16/2007 |
Q: My qualification is Technical Diploma in Civil Am working as Auto CAD Designer I am interested to ... A: This is a very general question, so I will reply as follows: 1. Decide on the best material to use ...
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| Existing Beam- Block Roof to support SIL = 5 Kn/m2 | 12/10/2007 |
Q: Respected Dear Arshad Khan, i was searching some solution and luckily found your contact through ... A: Much as I would like to help you, I cannot do such assignments over this website- firstly because ...
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| virendeel truss | 12/9/2007 |
Q: I am an Iranian student.I really need some guidance for my design project. I want to use Virendeel ... A: Basically you work out the total bending moment and shear, assuming that it is a solid beam, then ...
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| Vierendeel Truss | 12/9/2007 |
Q: I wonder if you could provide me with detailed method of analysis of a vierendeel Truss (No ... A: Basically you work out the total bending moment and shear, assuming that it is a solid beam, then ...
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| Seeking further explanations to your answer to Jarkas | 12/8/2007 |
Q: Arshad, with regard to the answer you gave to Mr. Jarkas concerning R C Industrial Facilities Design ... A: Sorry for this late reply- I was travelling. I cannot remember the question/answer you refer to, ...
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| bridges | 12/7/2007 |
Q: I know that this may not be your "expertise." However, if I could, I would love to still get your ... A: Sorry for this late reply- I was travelling. Your idea of using a warren truss is good- just make ...
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| Building Design | 12/1/2007 |
Q: salam brother, I am a civil engineer practicing in site. I need to build a house, but i have not ... A: This is a very general question, so I will reply as follows: 1. Decide on the best material to use ...
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| Design of slab with opening | 12/1/2007 |
Q: I want to design a solid slab of size 2m * 2m, with an opening of size 0.6m* 0.6m , at the corner of ... A: Assuming that this slab is supported along all 4 sides, then I would design the slab as two strips ...
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| ETABS Period/Rigid Diaphragm | 11/30/2007 |
Q: I built a model of a 5 story building with slabs at each level, 2 elevator shafts and a continuous ... A: You are right, in that the period should be 0.5-1.0 second. I acn only suggest 2 possible problems: ...
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| Structural Mechanics | 11/30/2007 |
Q: The distance between the support is 440mm and between left support and cut position is 300mm. Thw ... A: This sounds like a homework question and I would not be doing you a favour by giving you the answer. ...
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| Civil engineering | 11/25/2007 |
Q: Respected Mr.Khan,In the case of Ribbed slab with hidden beams & column as supporting structure, ... A: If by hidden beams you mean flush beams, then you can still take full frame action and moment ...
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| boundary element of shear wall in etabs | 11/23/2007 |
Q: In ACI 318-99 (also in 2002 and 2005 codes), necessity of boundary elements in concrete shear walls ... A: I am not sure why, but have you tried: Go to the Options > Preferences > Concrete Frame Design ...
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| Bridge Engineer | 11/17/2007 |
Q: Mr. Expert i have designed an isolated footing for a circular bridge pier (3 m diameter) resting on ... A: For a 3m dia pier, a 12.5 m base seems excessive. For it to engage uniform pressure, it will need to ...
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| Silo Foundation | 11/16/2007 |
Q: Is 1 kg / sq.cm. a very safe soil loading capacity as a thumb rule when the area has many warehouses ... A: Well, it the diameter is only 3m, then you may only need a strip footing of 1.0m wide, depending on ...
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| Silo Foundation | 11/10/2007 |
Q: Is 1 kg / sq.cm. a very safe soil loading capacity as a thumb rule when the area has many warehouses ... A: This very much depends on the ground conditions, as in some cases to limit settlement you may have ...
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| concentrated load on flat slab | 11/9/2007 |
Q: Can a suspended flat slab designed with a udl of 20 kN/m2 take concentrated loads of 500 kN placed ... A: Definitely not, as that would exceed the safe load by a factor of around 25!! If you meant 5 kN ...
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| carbon steel tank.. | 10/29/2007 |
Q: The total weight of the upper tank is 220 Tonnes. Once it is lifted and placed on the base i need to ... A: Faisal, This is not easy to do without looking at the drawings, etc. Just use basic principles- ...
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| carbon steel tank.. | 10/29/2007 |
Q: The total weight of the upper tank is 220 Tonnes. Once it is lifted and placed on the base i need to ... A: If the tank is so heavy, then all the clamps are doing is to hold the tank from sliding ...
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| RC Wall Effective Height | 10/29/2007 |
Q: Assume a house has a single story 20 foot high by 16 foot wide RC wall (within a moment frame), and ... A: If the mid-height beam is 16 inches in horizontal dimension, to work against the wind loading, then ...
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| Faculty Project: Metallic construction over concrete ones. | 10/28/2007 |
Q: I am a Civil Engineering student, and I have to make a small presentation of a Metallic structure ... A: A simple example of where a steel structure is better than concrete is for long-span trusses or ...
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| scholl project 6 grade | 10/20/2007 |
Q: i need exemples how i use math in civil engeneering career foe my school project. thank you A: Here are some examples: 1. You can work out the weight of materials, such as a wall sitting on a ...
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| math in engineering | 10/20/2007 |
Q: please give me three examples where the applicaion of mathematics is used as a tool in solving ... A: Well, you can use maths to: 1. Calculate the weight of materials on to structures like bridges. 2. ...
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| from sri lanka | 10/19/2007 |
Q: please tell slabs types? i want to method statement for single storey building. step by step. ... A: The different slab types are: solid RC two-way spanning, solid RC one-way spanning, ribbed slabs, ...
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| foundation design | 10/19/2007 |
Q: I am a graduate engineer and have been tasked with designing the foundations for a two-storey ... A: Yes, you should take th effects of wind laoding into account- basically you can take additional ...
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| HELP!!!- Bridges Research | 10/18/2007 |
Q: Tell me what to find out when doing a research paper on bridges for a science fair project? A: I would suggest you look at following aspscts: 1. Diferent materials used- e.g. steel, timber, ...
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| Beam design | 10/16/2007 |
Q: I am a student of architecture. can you give me the steps and formula to design a simple rectangular ... A: Basically you divide teh span by 15 to 20 (depending on the loading- the greater the loading, use ...
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| Help required | 10/16/2007 |
Q: I am santosh structural engineering student I wanted your help to know certain things. I wanted to ... A: Go to the Research engineers website which has a lot of data on STAAD. You can visit the RCC website ...
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| on rcc beam | 10/15/2007 |
Q: in singly reinforced beams bars are placing in two layer with the help of spacial bar,but ... A: The reason that the spacer bars are not taken into account is becuase they are not continuous in the ...
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| hollow concrete block | 10/5/2007 |
Q: how do we ascertain design load of a building made with hollow block concrete?what is the density of ... A: You get the density either from the manufacturer's brochure or by weighing the units. The design ...
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| I need these quick questions answered! by tomorrow | 10/5/2007 |
Q: Hey Arshad. I'm Brent Gehring and I go to Severna Park High School. I need these questions answered ... A: Well, it's a very exciting and fullfilling career, but not as highly-paid as other professions such ...
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| concrete design | 9/27/2007 |
Q: sir, How to repair/strengthen a isolated footing laid with M15 grade concrete instead of M20 grade ... A: You can roughen up the top and side surfaces, drill and grout in some T10 dowels at say 300mm ...
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| pile cap design | 9/26/2007 |
Q: i am working in consultant office in Dubai , i want to ask for the design of the following element : ... A: You need to refer to BS 8110 and BS 8004 for design guidelines. Also check out this website: ...
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| abt. axis | 9/26/2007 |
Q: sir, could you kindly explain to me the difference between stong axis,weak axis,major axis,minor ... A: Both sets of termionology mean the same. The major axis refers to the deeper section of a beam or ...
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| Etabs results | 9/17/2007 |
Q: why (in ETABS 9.0) the sum of moments arises in the bases of shear walls do not equal the total ... A: This depends on how the piers atre defined- basically the moment will be a summation of the node ...
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| roof slab reinforment details- | 9/15/2007 |
Q: Mr Khan - Pl. give yr opinion for the following: 1st floor roof: 1) Room size: 11.5ft x 22ft -2 ... A: I do not do designs over this medium, so you should get a qualified engineer to do so for you. ...
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| What should be the size of columns for 2000square feet slab | 9/14/2007 |
Q: I am going to construct 2000 Square feet slab with total 26 columns.So what should be the ... A: This is very difficult to answer as you have not indicated the imposed load on the slab, not the ...
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| soil bearing capacity? | 9/14/2007 |
Q: how to find the bearing capasity of the soil? can u give me the design prcedure.......step by step. A: For this, depending on the size of the project, you need to do detailed soils investigations that ...
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| depth of foundation | 9/13/2007 |
Q: how can we decide ,depth for foundation as a civil engg. in the site one more question sir...its a ... A: Normally the bottom of a foundation is set at a minimum depth of around 0.6m to 0.8m, where the ...
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| Questions | 9/12/2007 |
Q: 1. Do you like your job? 2. What kind of projects do you work on? 3. Does your job require working ... A: These are far too many questions, but: Well, it's a very exciting and fullfilling career, but not ...
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| tuff stone masonry | 9/11/2007 |
Q: I'm wondering what the compressive strength of tuff stone is. I know this is used a lot in ... A: That depends on the quality of the stone, but anwhere between 2 and 5 N/mm2 would be a crushing ...
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| Civil Engineering Info. Needed | 9/10/2007 |
Q: my name is Elizabeth and I attend River Hill High School in Maryland. I am researching civil ... A: Well, it's a very exciting and fullfilling career, but not as highly-paid as other professions such ...
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| civil | 9/8/2007 |
Q: I have a house, where there is a peculiar problem of water ingress during monsoon seasons from ... A: Raju, Looks like you do not have a damp-prrof course. You can either break out the slab and install ...
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| Mezzanine Support Columns | 9/8/2007 |
Q: Mr. Khan, I am planning to build a 1000 sqft wood framed mezzanine in our warehouse we have ... A: This is a bit difficult to answer without knowing the foundation conditons. If the slab can take 500 ...
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| High school essay questions | 9/7/2007 |
Q: 1. Do you have any high school courses to recommend before going to college for engineering? ... A: These are far too many questions for me, but: Well, it's a very exciting and fullfilling career, ...
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| civil | 9/5/2007 |
Q: Why putting reinforcement for slab, why do we put steel in both directions. ANSWER: Hi Raju, This ... A: This is difficult for me to answer without further details and in any case I do not do full designs ...
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| civil | 9/1/2007 |
Q: Why putting reinforcement for slab, why do we put steel in both directions. A: This is for 2 reasons: 1. To prevent shrinkage cracks in the cross-direction. 2. When you load a ...
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| ribbed(hollow block) slab | 8/31/2007 |
Q: we are constructing a cast in situ ribbed (hollow block)slab in ethiopia for an occupation of a ... A: Again, without knowing the actual ribe tension rebar and the deflection criteria, it is difficult to ...
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| raft design | 8/29/2007 |
Q: I would like to you to help me solve the following problem. The soil safe bearing capacity of a ... A: I am sorry but I cannot offer full design services over this medium. As a guide, use 1 m thick raft ...
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| english | 8/24/2007 |
Q: Sir I am HAPPY TO SEE YOUR ANSWER why horizontal cracks in top floor building. & how to repair I am ... A: This is probably caused by: 1. Shrinkage cracks in blockwork 2. Lack of movement compatibility ...
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| Honey Combing In Concrete | 8/23/2007 |
Q: We have got honey comb in the concrete of grade M40 used for column member(size of column- 800x800). ... A: Honeycombing to a depth of 25mm is not very serious so you can simply grout this up and the column ...
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| interview. | 8/21/2007 |
Q: HEY!!! my name is Brittany Feeback I am 16&&Go to Trigg county High school. I would like to be a ... A: Hey, Brittany!!!! Well, it's a very exciting and fullfilling career, but not as highly-paid as ...
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| concrete slab strength | 8/21/2007 |
Q: I am building a concrete slab that will cross a creek in my backyard, the creek has a 10' gap and ... A: This is not an easy question to answer as you have not given full details- i.e. weight of tractor, ...
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| corbonation | 8/12/2007 |
Q: please let me know the reasons of carbonation in Reinforced Cement Concrete ANSWER: Hi Bhupinder, ... A: The main source of carbonation is exposure to the atmosphere and then with the additional presence ...
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| corbonation | 8/11/2007 |
Q: please let me know the reasons of carbonation in Reinforced Cement Concrete A: Carbonation in concrete is the slow process of carbon dioxide penetrating the concrete cover of RC ...
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| criteria for tempeareture analysis of slab in rcc building | 8/10/2007 |
Q: pls provide some guidline & references to decide whether temp anylisis of slab is require or not in ... A: If basement is subjected to daily temperature variations then you will need movement joints- these ...
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| Flat slab analysis using SAFE8 | 8/8/2007 |
Q: i am currently analysing flat slab of a 20 storey tower using safe, input of which is imported from ... A: For a tall building, you should select the third option, as that will take loads due to gravity ...
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| criteria for tempeareture analysis of slab in rcc building | 8/7/2007 |
Q: pls provide some guidline & references to decide whether temp anylisis of slab is require or not in ... A: The 45-50m can be avoided if the structure is below ground (basements), otherwise you need to do a ...
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| design of slab | 8/6/2007 |
Q: Room size is 3.00 x 7.04 & outer size is 3.46 x 7.50 M. Hence what will be the thickness of slab & ... A: I cannot design the slab for you over this medium- in any case that depends on the applied loading. ...
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| PIPERACK DESIGN | 8/5/2007 |
Q: I am civil engineer,but i have no idea about design of piperacks,i was asked to design piperack,will ... A: Pipe rack design is basically supports (usually with structural steelwork) for supporting pipework ...
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| type of supports | 6/18/2007 |
Q: Sir,Differentiate types of Supports and give examples of each support that when it is used A: Santosh, This sounds like a homework question? Anyway: 1. Simply supported- when a beam or slab ...
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| RCC slab | 6/16/2007 |
Q: What is the difference between simply supported slab & Continuous slab?For example ,I will design ... A: Yes, you are correct- the slab can be designed as continous over the central supporting beam or ...
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| rcc design | 6/11/2007 |
Q: i have a slab of thickness 150mm and clear span of slab is 3.8 m m-25 mix we want put two load at ... A: I do not do designs over this forum due to liability reasons, but you can work out the bending ...
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| Foundations | 6/7/2007 |
Q: What is the main difference between strip foundation and raft foundation? Do strip foundations ... A: A matt foundation is the same as a raft- different name only. A raft works by bending along both ...
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| civil engineering | 6/3/2007 |
Q: How the alignment is done for the columns above a floor,to check whether it is ... A: The timing for de-shuttering depends on the concrete strength, the spans and the curing, but ...
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| Foundation for lift well for G 2 building | 6/2/2007 |
Q: I am a structural engineer in Eritrea. i am designing recently a 2.1x2.1m lift well for G+2 concrete ... A: For this, just consider the total vertical load down the wall per metre run and design a strip ...
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| steel bracket dimension | 6/2/2007 |
Q: i wanted to know:1) how we arrive at the dimensions of a steel bracket ,say,which is supporting a ... A: The sizing is dependant on the shear capacity of the vertical section to resist the bolts reaction ...
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| Four and a half inches RCC slab | 6/2/2007 |
Q: I want to have a 4.5 inches RCC slab (Roof), area 8 feet by 22 feet supported by 10 feet high, walls ... A: You have not indicated roof loading, but assuming it is minimal, this should be OK with proper rebar ...
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| civil engineering | 5/30/2007 |
Q: How the alignment is done for the columns above a floor,to check whether it is ... A: For verticality you can use a simple pmumb-bob, or a theodolite. For horizontal location you can use ...
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| U/G pipes | 5/28/2007 |
Q: Sir, How to calculate pipe thickness of underground pipes? is there any formula given any where? I ... A: Visit the following websites that will guide you: ...
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| civil/piping | 5/26/2007 |
Q: Sir, I am a piping engineer and wants to give piping loads to civil dept. for designing a piperack ... A: Just work out the self weight and weight of contents per metre run and the racking can be designed ...
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| raft foundation | 5/24/2007 |
Q: I am shridhar kadam student of VJTI. I Want detail infor mation about RAFT FOUNDATION.So plese send ... A: Your question is not quite detailed enough for me to respond properly, but if you are asking about ...
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| Charterd ENGG exam UK | 5/20/2007 |
Q: i m shafaat srcutural engg with 13 years exp working in Dubai i got offer from London Uk and i m ... A: In order to become a Chartered Engineer via the ICE or IStructE, you need to have a good degree and ...
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| engineering | 5/20/2007 |
Q: How many seismic zone we know give me detail information A: There are several seismic zones in accordance with UBC 97- starting with zone 0, 1, 2A, 2B, 3, 4, 5, ...
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| stress | 5/11/2007 |
Q: i heard a term " cylinder stress" can you tell me about this? A: Possibly this is the same as what I know as hoop stress, which is the force/divided by cross ...
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| raft foundation design | 5/4/2007 |
Q: Arshad I am an undergraduate student studying civil engineering in the UK.I have a task I'd like ... A: This is a problem of soil-structure interaction, whereby the strength/thickness of the slab is ...
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| tech | 5/4/2007 |
Q: i find it really hard to connect the theory of over reinforced concrete to the practical situation. ... A: So long as you follow the code requirements for slice lengths (especially for bundled bars), then ...
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| tech | 5/4/2007 |
Q: i find it really hard to connect the theory of over reinforced concrete to the practical situation. ... A: Early striking is mainly for re-use of shutters and follow-on trades. There is no problem with ...
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| tech | 5/4/2007 |
Q: i find it really hard to connect the theory of over reinforced concrete to the practical situation. ... A: It's not just for corrosion protection, but also for bond and fire protection- hence we need more ...
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| tech | 5/3/2007 |
Q: i find it really hard to connect the theory of over reinforced concrete to the practical situation. ... A: Yes, if you over-reinforce say the bottom of a simply supported beam, and then keep increasing the ...
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| splicing | 5/3/2007 |
Q: a continuous column does not have the starter bars at the right position for the next level(but ... A: ..., For circular columns you do not need cranks- just lay the rebar adjacent to the starters. You ...
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| rings on columns /stirrups on beams | 5/3/2007 |
Q: 1. for columns , which is better - to provide rings horizontally or spirally? 2. for beams , i ... A: Basically, shear cracks in beams are at 45-60 degrees angle to horizontal, so an inclined bar will ...
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| rings on columns /stirrups on beams | 5/2/2007 |
Q: 1. for columns , which is better - to provide rings horizontally or spirally? 2. for beams , i ... A: .., 1. Rings horizontally are better for control of spacing and location of main rebar. 2. They ...
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| Mehtod Statement | 4/27/2007 |
Q: How would you calculate the area of a pad foundation to loaded column, where the total internal load ... A: This is easy- just divide the total vertical load (730 kN) with the allowable bearing pressure, so ...
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| Temperature effects on Tall Buildings | 4/25/2007 |
Q: Could I analyze a tall building in United Arab of Emirates for Temperature Effects using ETABS ... A: Answers: 1. For final state, take interiors as 20 degC and exterior 30-50 deg C depending on amount ...
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| Temperature effects on Tall Buildings | 4/24/2007 |
Q: Could I analyze a tall building in United Arab of Emirates for Temperature Effects using ETABS ... A: 1. Yes. 2. Yes, and les to interior members, so you will get differential elongation. 3. You will ...
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| Temperature effects on Tall Buildings | 4/23/2007 |
Q: Could I analyze a tall building in United Arab of Emirates for Temperature Effects using ETABS ... A: Yes you can, but you need to know the cladding/insulation details and how hot the exterior can get- ...
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| strip foundation design | 4/23/2007 |
Q: How would you calculate the minimum width and depth required for a tradtional strip foundation for a ... A: That's simple- divide 45 by 80 and you have the minimum width of the strip, i.e. 565mm. However, I ...
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| Calculations | 4/20/2007 |
Q: What is the full calculations for a petrol station using a suitable foundation with an internal and ... A: I am sorry but I cannot do sketches over this forum. For the column foundations, you need to know ...
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| Project Engineer | 4/19/2007 |
Q: Please help me with answers to the following: What is Project engineering all about 1.what are the ... A: A project engineer's main duties are to understand the client's requirements (brief) and to ensure ...
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| Quotations | 4/18/2007 |
Q: What does zack mean in a quation sheet? There are different areas of building, including one long ... A: Well, that's a new one for me too. I suggest you seek clarification fom the client. Maybe it is a ...
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| d.o.s | 4/13/2007 |
Q: why the circular tank of large capacity are most economical than other shape...???? A: That is because steel is very efficient in tension (rather than bending), so by using a circular ...
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| wind load | 4/12/2007 |
Q: I have tank of 5 ton dead load and 400 barrel water capacity, ares where wind load 0.87 kpa, ... A: This is a bit difficult to explain over this forum, but basically you apply the pressure along one ...
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| honeycombing in concrete | 4/12/2007 |
Q: Kindly let me know the acceptance criteria on subject matter. Regds PNM A: This depends on the location and extent. Usually, most honeycombing, if it is just within 10-30mm of ...
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| ETABS | 4/11/2007 |
Q: i´m a new user of the program etabs. MyIs it possible to make the shear design based on provided ... A: I am new to ETABS as well, but I believe it does take main rebar into account for shear design. I ...
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| mat foundation | 4/11/2007 |
Q: the whole consideration for design mat foundation for tall building ANSWER: Dear Farhana, Your ... A: I am sorry, but I cannot carry out full designs over this forum- I just answer specific questions ...
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| mat foundation | 4/10/2007 |
Q: the whole consideration for design mat foundation for tall building A: Your question is not quite detailed enough for me to respond properly, but if you are asking about ...
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| Wind Loads in Uganda | 3/31/2007 |
Q: Arshad, What is the Basic Wind Speed that one needs to consider for the design of Structures in ... A: Srinivas, I am afriad I am a bit out of touch with current procedures in Uganda as the last time I ...
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| Eccentric Load at Foundation | 3/18/2007 |
Q: Mr. Khan- I need to do an eccentric load check on a residential foundation at a point load. The ... A: I normally do not design over this forum, but if the figures you have quoted are correct then it's a ...
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| Three-hinged beam | 3/7/2007 |
Q: I have an assignment that it is "three-hinged beam" with a point load (say 50 kips right at the ... A: First you have to ask what the boundary conditions are- i.e. teh columns at either end. Are they ...
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| Tempeture effect | 2/7/2007 |
Q: What temperature effect may be at any building due to high temperature & coldness. A: Basically this will mean that the external surface will be expanding or contracting at a different ...
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| pad foundation calculations | 2/1/2007 |
Q: How would you calculate the plan area of a pad foundation to anaxial loaded column, where the total ... A: That is simple- just divide 195 by 205 and the answer is the pad area in m2. However, this assumes ...
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| Math | 1/12/2007 |
Q: What is a mathmatical equation relating to math that someone in the field would understand if I were ... A: I am not sure what you are asking, but one maths formula would be area of a circle= pie x r x r. Or ...
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| ETABS | 1/2/2007 |
Q: Wish you & your Dear Ones a Happy & Prosperous New Year 2007. I would like to know the following: - ... A: 1. For hollow core slabs, to simulate one-way loading on to beams, you should use "planks". 2. This ...
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| parameters of class 25 concrete | 12/30/2006 |
Q: I did a cube crushing test and the 28 days results gave me 22.2N/mm2. I would like to know if my ... A: Based on just one test, yours has failed. Normally lots of tests are done on the same mix of ...
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| School assignment | 12/28/2006 |
Q: My name is Michael. I am a student at Brooklyn Technical High School in New York. My assignment ... A: Due to the nature of this service, we do not give out personal email details, nor are we suppossed ...
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| ETABS | 12/24/2006 |
Q: - Can I know difference of rigid & semi-rigid diaphragm in ETABS. - I couldn’t find any option for ... A: Sorry, I was travelling hence delay in replying: 1. Rigid diaphragm allows no in-plane deformation, ...
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| ETABS | 12/20/2006 |
Q: I am a new user using ETABS Nonlinear v9.0.9 version for design of RCC buildings. I would like to ... A: I am fairly new to ETABS too, but I can answer as follows: 1. Suggest you use semi-rigid diaphragm, ...
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| footing design | 12/11/2006 |
Q: Sir, I am analyising a piperack str. in which two piperacks are meeting at the junction say piperack ... A: This is difficult to answer without looking at the plans and knowing the foundation conditions. ...
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| Foundations | 12/3/2006 |
Q: what foundation would be most suitable for a factory which is to be erected on the site of a ... A: This is difficult to answer as it all depends on how well the limestone has been compacted, how long ...
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| Condensation | 11/20/2006 |
Q: I am trying to calculate whether condensation could occur within a composite roofing structure. The ... A: I am sorry, but I am not an expert on this subject. I hope you can get help elsewhere. What I can ...
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| Civil engineers | 11/17/2006 |
Q: What type of people enter the field and what values do civil engineers have? A: Well, it's a very exciting and fullfilling career, but not as highly-paid as other professions such ...
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| RCC beam slab | 11/12/2006 |
Q: I am a student of architecture. Can you please tel me if i can have a room of 24m by 15m with no ... A: Yes, you can but you will need downstand beams of about 1.2m depth spanning 15m from the columns at ...
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| 7" slab strength | 11/11/2006 |
Q: I am on the 3rd floor of a converted industrial loft building. I am building a concrete block ... A: My only comment is that you need a competent structural engineer to study the design drawings of the ...
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| Civil Engineering (Retrofitting) | 11/11/2006 |
Q: There is tank made of stone masonary and platered all inside and the tank is now damged in EQ and ... A: I presume this is a circular tank and that the main structure is not damaged or badly cracked? If ...
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| Civil engineering job | 11/2/2006 |
Q: There is a perception amomg many people that jobs in civil engg are really tough compared to other ... A: No, that is not the case- you can have a very high powered and office based job with an excellent ...
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| Maintenance | 10/28/2006 |
Q: I have often been confused about maintenance, as it relates to Civil Engineers. How can Civil ... A: Basically, it relates to regular inspections and remedial work on items that have sufferred from ...
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| Wind Load | 10/28/2006 |
Q: How Dynamic Effect of Wind Load taken in to consideration in Tall Buildings ? A: For tall buildings, there are approximate formulae to calculate the dynamic loading, but generally ...
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| Engineering | 10/26/2006 |
Q: Hello, my name is John O'Donnell and I want to become an engineer. My brother is an engineer and it ... A: I am asked this question quite often, so if you do not mind, I will cut and paste a Q&A below, which ...
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| pipe design | 10/25/2006 |
Q: i have figured out that headloss is 40m now giving me the slope, ... A: I am not an expert on this, but looking at the formula, if V is the velocity then you can get that ...
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| Pad Foundation | 10/22/2006 |
Q: But these web sites are just showing solved examples. Whereas i want to know that how the formula is ... A: The formulae are given in the link I sent you and are based on the basic principles of physics- i.e. ...
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| Pad Foundation | 10/21/2006 |
Q: A quick question. If Pad foundation comes under eccentric loading P. Pad having dimension D and B. ... A: You will find the answer/formula at the following website: ...
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| statistics on its contribution | 10/18/2006 |
Q: I would like to know if civil engineers save more lives than doctors or is my statement true? If its ... A: In abstract terms, yes Civil engineers do save many more lives than doctors, as if they did not ...
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| ultra high performance fibre reinforced concrete | 10/18/2006 |
Q: could you please explain ultra high performance fibre reinforced concrete, it's make up, properties, ... A: I am sorry but I do not have personal experience of using this material. However, the following ...
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| good career choice? | 10/17/2006 |
Q: Please, please, please help me. I've applied to do Civil Engineering at University, but I'm ... A: Yes, you can make good money, but probably later in your career. It is not as well paying as ...
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| footing design | 10/16/2006 |
Q: I have a problem of designing a column at the boundary of the site and footing design to be done for ... A: It is difficult to explain that through this medium, but if you put some key words in google, you ...
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| Salaries in RSA and Angola | 10/13/2006 |
Q: I have a masters in Civil Engieering construction management from the university of texas austin and ... A: You have not mentioned how many years experience you have as salaries and openings depend on that. ...
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| Raft foundations | 10/9/2006 |
Q: Is good practice put the piles under de colummns in a pile-raft foundation? A: There is no reason not to put piles right under the columns- basically the layout and spacing of ...
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| Example of math/work | 10/5/2006 |
Q: Hey I'm thinking about going into Civil Engineering. What I do know is that it's one of the easier ... A: The maths can get very complex if you do it long-hand, but these days there are tools such as ...
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| The role of civil engineers | 10/4/2006 |
Q: I'm a student who study in civil & structural engineering course in Malaysia.I want to ask that what ... A: In a nutshell, the role is in designing projects which are safe, economical, durable and functional, ...
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| Point Load in One Way Slab | 10/4/2006 |
Q: I search a theorical approach to design a point load in a one way slab. Suppose I got a one way ... A: The rule of thumb for this is that you use a width of slab equal to one fifth of the span, so in ...
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| math | 9/29/2006 |
Q: what is the specific job of a civil engineering? A: I am a bit confused- are you asking about math or civil engineering? Anyway, just to confirm that ...
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| Construction-future | 9/28/2006 |
Q: I am doing a project on the possible future wonders of the world..and i just cant remember the name ... A: There are several such projects proposed. Here are a few links: ...
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| Construction /Civil Engineering Terms | 9/24/2006 |
| Q: I always have problems |