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A term paper is a research assignment that must be done when the semester comes to an end. It is used to gauge the comprehension capability of a student and also to award academic scores. It can contain a general topic or a set of questions that must be thoroughly researched. To write a good term paper, the following format must be used:

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If the maximum shear force falls in Zone I, then no web steel is needed see Figure 1. If the maximum shear force falls in Zone II, then only minimum web steel is needed unless exempted for certain beams with small overall depth within Zone II, with no web steel needed in Zone I see Figure 2.

If the maximum shear force falls in Zone III and is less than or equal to the shear force corresponding to regular maximum spacing, then regular maximum spacing is needed in Zones III and II, with no web steel needed in Zone I see Figure 3.

If the maximum shear force falls in Zone IV and is less than or equal to the shear force corresponding to "reduced" maximum spacing, and if the shear force corresponding to regular maximum spacing falls in Paper writings IV, Paper writings reduced maximum spacing is needed in Zone IV, regular maximum spacing is needed in Zones III and II, with no web steel needed in Zone I see Figure 5.

These nine possible patterns, and the stirrup spacing that results, are summarized in Figure For this reason, there cannot be any "reduced" maximum spacing within Zone III.

And since the calculated required spacing anywhere to the left of this point must be smaller than the value for "reduced" maximum spacing since the shear force resisted by the web steel increases as one goes to the left"reduced" maximum spacing is not used in Zone IV either.

The stirrup spacing options described here — based on simplified calculations permitted in ACI Building Code Requirements for Structural Concrete — are nevertheless somewhat arbitrary. For example, it is possible to find a single spacing corresponding to the greatest shear force, and to use that spacing throughout the beam.

At the other extreme, it is also possible to continuously change the stirrup spacing as the shear force changes along the length of a beam. Between these two extremes, a wide range of choices are possible, including those outlined here.

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The criterion I have used is to change the spacing at key points where maximum spacing limits become viable. It is, of course, possible to determine additional points governed by intermediate spacings. Figures show triangular shear diagrams extending from a value of zero at the beam centerline to a maximum value of 5Vc, above which reinforced concrete beams are not permitted.

But the "strength-reduced" shear force in an actual beam i. Figure 11 shows a uniformly-loaded beam that happens to fall into category "D" shown in Figure 4 ; that is, the maximum shear force occurs in Zone III, and this maximum shear force is greater than the shear force corresponding to "regular" maximum spacing.

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This "regular" maximum spacing then extends through part of Zone III and all of Zone II up until the point where stirrups are no longer needed i. A typical uniformly-loaded beam is shown in the context of the shear force diagram illustrated in Figure 4 Case "D".

The maximum shear force, Vu, is taken at a distance d from the face of support, where d is the beam's effective depth. First posted 5 June Best professional online essay writer company is at your service.

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