how bridge design is to be start? what is the preliminary step for design? which code of practice is to be used for design? what r the methods used for design? what r the ivestigation r carried out? what r the design criteria for design and loading conditions?
1 7893sir, please send me the web address of chennai railway to know the online examresults of junior engineer[civil].
2154May I Get an E-mail ID or contact details of Mr. C.M.Dordi Vice President - Technical Sales Ambuja Cements Limited. Please
2696Hi how r u ? hope you are fine there . Please can u tell me tha Design life of Buildings as Per ACI CODE 318-99. It will be a pleasure for me .Thanks in advance
2 6965Post New Civil Engineering Questions
In cement concrete how to check a quality of material also proportion of material at site ?
Difference between pre-tensioning and post-tensioning.
Define mirror?
i am laying a base of dimensions 6.5feet by 7feet by 1.25 feet depth how many bags of 25kg cement and how many bags of 25kg sand will i need
In csae of hume pipes NP stands for Non Pressure bur what does it really mean?
five benefits of using standard terminology in the measurement process
what is the coefficient for running feet to cft coversion both area and price
a rectangle grill of length 72 inch x 20 inch width.how to calculate bar spacing ,bar consist 8 mm thickness and spacing of bar is 2 inch.. calculate no of bar with formula
For the symmetrical continuous beam shown in figure, Prestressed with a force P = 1500 KN along parabolic curve as shown, compute the extreme fiber stresses over the central support for the uniformly distributed load of 24 kn/m. Use load balancing method.
can i get civil engineering test papers.......?????
how to calclate the SHUTTERING TAKEN CONCRETE LOAD? WHAT IS THE LOAD BEARING CAPACITY IN STEEL SHUTTERING PLATE? WHAT IS THE CONCRETE LOAD IN (MASS) IN THE SHUTTERING PLATE. PLATE SIZE IS 120CM* 90CM CONCRETE WALL LENGTH IS 10M ,WIDE IS 60CM, HEIGHT IS 1.2M PLS TO SENT THE CALCULATION.
How to calculate concret slab? W l t(4mts*5*2fts) ratio m25 grade pls tell me procedure
For plate load test why we are applying pressure 3 times the proposed allowable bearing pressure? Is there any supporting standards for this?
For sloping slabs or sloping beams why the tension steel from either side of ridge is taken into compression zone of other side?
Explain the various stages of the project planning process in construction?