1. Plane sections normal to axis remain plane after bending. This implies that strain is
proportional to the distance from neutral axis.
2. Maximum strain in concrete of compression zone at failure is 0.0035 in bending
3. Tensile strength of concrete is ignored.
4. The stress-strain curve for the concrete in compression may be assumed to be
rectangle, trapezium, parabola or any other shape which results in prediction of
strength in substantial agreement with test results.
Think of a tensile load as a "pulling" force. A tensile load is the only type of load that can be taken by a rope, for instance.
Live load Both are the same Live load is all the live loads which can be consider as variable load. Roof live load This is limited to few categories. man who climbed on to the roof can be consider as roof live load.
A wall bearing no load.
Factored loads are inflated loads. Each type of load has a specific safety factor (load factor) added. Un-factored loads are not inflated.
buckle means bending
In ultimate load method, the working loads are increased by suitable factors to obtain ultimate loads. These factors are called load factors. The structure is then designed to resist the desired ultimate loads. This structure is then designed to resist the desired ultimate loads. This method takes into account the non-linear stress-strain behavior of concrete. The term safety factor has been used in the working stress method to denote the ratio between the yield stress and the permissible stress. It had little meaning as far as the ratio between collapse loads and working load was concerned. The team load factor has been traditionally used to denote the ratio between the collapse or ultimate load to the working load. The knowledge of load factor is more important than the knowledge of factor of safety. Several ultimate load theories have been proposed in the past. In each of these theories and idealized stress-strain curve has been adopted for concrete which is the only difference among them. This theory is based on the assumption that ultimate strain in concrete is 0.3% and the compressive stress at the extreme edge of the section corresponds to this strain. Whitney replaced the actual parabolic stress diagram by a rectangular stress diagram such that the centre of gravity of both diagrams lies lat the same point and their areas are also equal.
The question itself is not correct.It should be what is the ultimate load carrying capacity of bored pile?Ans: Ultimate load carrying capacity of pile could be determined be conducting load test.Ultimate load:The load at which the pile continuously settle.orthe load at which settlement of the pile reaches 10 percent of its diameter
Simply stated, it is a factor that will increase the loading. There are numerous types of load factors. Dead, Live, Roof live, Snow, Wind, Seismic, etc.There are also several different combos, depending on which method you are using (LRFD or ASD). The highest combo is used to determine your ultimate load, qu.
Preliminary research is the initial stage of a research process where researchers gather background information on a topic before delving into more in-depth investigation. This stage involves identifying key concepts, defining research questions, and exploring existing literature to understand the context of the study. Preliminary research helps researchers focus their study and develop a solid foundation for their research project.
Simply stated, it is a factor that will increase the loading. There are numerous types of load factors. Dead, Live, Roof live, Snow, Wind, Seismic, etc.There are also several different combos, depending on which method you are using (LRFD or ASD). The highest combo is used to determine your ultimate load, qu.
no, FIFO, LIFO, and weighted-average method are cost flow assumptions these assumptions bear no relation to the physical flow of goods; they are merely used to assign costs to inventory units.
u have down load more software
5,000 pounds
A company may use more than one costing method concurrently.
fill()
The most common method of improving the power factor of a load is to connected a capacitor or capacitor bank, of appropriate reactive power (expressed in reactive volt amperes), in parallel with the load.
Blondel's Theorem states that you can have one less wattmeter than there are conductors supplying a balanced or unbalanced load. In either case, the sum of the wattmeter readings will give you the total power of the load.