Compute the maximum allowable concentrated live load, Civil Engineering

Given for the section shown in Figure,

M* = 250 kNm,

fsy = 500 MPa and

fc = 25 MPa.

Compute Ast and (if necessary) Asc. You may assume that each of Ast and Asc can be accommodated in a single layer (by bundled bars as necessary). And that f may be taken as 0.8.

64_Compute the maximum allowable concentrated live load.png

Posted Date: 3/29/2013 2:57:44 AM | Location : United States

Related Discussions:- Compute the maximum allowable concentrated live load, Assignment Help, Ask Question on Compute the maximum allowable concentrated live load, Get Answer, Expert's Help, Compute the maximum allowable concentrated live load Discussions

Write discussion on Compute the maximum allowable concentrated live load
Your posts are moderated
Related Questions
I have a geo technical Project that I need to be solved correctly and accurately within 15 hours exact, please. Steps and details must be included. Thanks a lot and let me know ASA

How is corrosion perverted...?

Flash Point Test: The flash point is the temperature at which the bitumen gives off vapours which ignite in the presence of a flame. The flash point temperature gives the cri

Chemical Classification On the basis of their chemical composition engineers prefer to classify  rocks as: 1.    Silicious rocks 2.    Argillaceous rocks 3.    Calcare

Total loss of prestress The total amount of losses of prestresses may be accounted for in a prestressed concrete member by adding different losses which may take place for tha

explain the steps to analyse a portal frame with sway condition

Q-  What are loads and forces taken into account for designing a pile and what is load carrying capacity of a pile. Ans. For designing a pile the following loads and force ar

Q. Minimum and maximum distance between bars? Minimum distance between bars and maximum distance between bars In some codes, a minimum distance amid bars is specified to

Determine the loss of fluid energy as 310 gallons per minute (gpm) of water flows through 1,000 ft of 4 inch, schedule-40 welded and seamless steel pipe. The fluid temperature is 5

Examples of Stabilised pavement layers: Examples Sand-clay mixture Sand-gravel mixture Soil-aggregate mixture Soil-soft aggregate mixtures (b)