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Factors Affecting Deflections of Reinforced Concrete Beams and Slabs

Factors affecting deflections of RCC beams and slabs

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There are various factors which affect deflections of reinforced concrete beams and slabs which needs to be considered and assessed adequately during design and construction. These factors can be divided into two group including parameter known before construction and factors unknown before construction. It is demonstrated that unknown factors are more influential than those known before construction. Moreover, the potential deflection variation of reinforced concrete beams and slabs can be assessed by calculating deflections employing realistic maximum and minimum values for parameters. In this article the most important and influential factors are discussed.

Factors Affecting Deflections of RCC Beams and Slabs

Following are the factors which affect deflections of flexural members (beams and slabs) in reinforced concrete structures:

Errors in computation of deflections for beams and slabs

Generally, calculations are carried out by a human that is why discrepancy between actual and computed deflections can be originated mainly from computational errors. Numbers of such computational errors are discussed and explained in the following sections. There are many deflection calculation steps which must be considered to achieve the final deflection result. Any error in any step could have a considerable detrimental effect on the final result. For example, when error probability is 1% in each step, the probability of errors in the final result is around 10%. Moreover, it is considered that the computation errors between 25 – 50% are uncommon. The length and complex detail of deflection calculation could be decreased by applying a computer program. The program should take most of the parameters, which affect the flexural member deflection into account and credibly compute and expect structural deflection in wide range of conditions with substantial accuracy. Lastly, it is significant that practical engineer compare calculated and performance deflection in order to achieve and develop strong judgment skills. Utilization of factored loads or moments unintentionally rather than actual service loads or moments in calculation of deflection is another source of errors in the deflection calculation of beams and slabs (flexural members). Finally, ultimate moments from moment coefficients of pattern load may be employed instead of actual moments for the loading conditions under considerations.

Loadings on RCC Beams and Slabs

There are numbers of factors based on loads which affect deflections of RCC beams and slabs, such as:

Flexural Stiffness of RCC Beams and Slabs

It is recommended to employ both actual modulus of elasticity (Ec) and modulus of rupture (fr) due to their influence on deflection. American Concrete Institute Code specify the ratio of fr?(fc')0.5 = 7.5 however depends on number of researches the ratio is changing from 7.5 up to 10. The moment of inertia will increase by 75 percent if modulus of rupture is increased by one third. The ACI Code value is conservative, so computed deflection is greater than actual deflection. Moreover, in the case where premature cracks due to construction loads are not permitted, it is advised to use effective moment of inertia at all loading stages based on cracking amount of that stage. Furthermore, only one flexural stiffness computation is required to be carried out and one cracking condition, which is when maximum load is reached, is considered if the ultimate load is occurred during construction. Not only is this assumption is supported by site observation which the most extreme loading situation take place during construction when shoring loads from above stories and other construction loads are imposed on the structure but also provide simpler and easier calculation. Furthermore, actual location of reinforcement as built should be used when the structure is explored entirely especially when considerable deviation is occurred between as built location and specified position. Apply actual location and amount of compression reinforcement for calculating gross and cracked moment of inertia. Similarly, employ actual location and amount of tension reinforcement for cracked moment of inertia estimation. Last but not least, consider flange effect even if they are small. Both uncracked and cracked moment of inertia is small and calculated deflection is high when rectangular section is employed rather than T-section. Finally, produce reasonable assessment about the contribution of end region stiffness to the overall stiffness instead of averaging end and mid span stiffness. Mid-span stiffness application might provide satisfactory results for normal and simple computation procedure however accuracy for extended calculation could be increased by including end region stiffness.

Fixity of RCC Beams and Slabs

Rotation of the support in cantilever should be considered since support rotation can create a movement which is larger than the flexural deflection of the member. Moreover, rotation might lead to raising or lowering in the end based on loading and dimensions of back span. Moreover, take nearby restraint into account which is provided by unloaded parallel members through tensional stiffness of supporting beams. Furthermore, establish moment distribution on actual stiffness and loading conditions of the member instead of suggested prismatic elements. Another measure that should be considered is providing allowance for stiffness of joints unless they are strong or have enough anchored reinforcement. This effect is similar to the influence of support rotation in cantilever. There are no analytical tools that satisfactorily deal with this consideration. Finally, end spans must be analyzed cautiously since they are sensitive to assumptions of moment at critical sections. If end support is suggested to have small stiffness, the positive moment in the end support is high and consequently calculated deflection is large, regardless of providing more steel bars to withstand higher moment. That is why designers may utilize wider beams and more reinforcement in the end spans for controlling deflection rather than for strength requirement. In addition to all aforementioned factors, procedures of shoring and reshoring should be precisely controlled due to substantial effect of moment distribution on deflection variation. Improper procedures could create moments that might be more severe than those which the structure is designed for.

Construction Variations of Flexural Members

Generally, designer cannot do much about construction variations apart from determining tolerances and procedures. ACI 117-10 provides tolerances on steel installation, concrete outline, and material properties. When maximum variations are employed in the same direction to calculate deflection their effect could be substantially high. However, it is likely that variations cancel each other and their effect will not be high unless they are influence each other in the same direction. Numbers of extremely severe variations in construction which affect deflections of RCC beams and slabs are explained in the following sections:

Creep and shrinkage in flexural members

There are various factors that affect creep and shrinkage such as age of loading, minimum thickness, relative humidity, volume to surface ratio, cement content, slump, aggregates, air content, ambient temperature, and admixtures. These factors are discussed in ACI 209.1R-05. Read More:  How to Control Deflection of Reinforced Concrete Beams and Slabs? Construction Measures & Materials to Reduce Deflection of Concrete Beams and Slabs Causes of Excessive Deflections in Reinforced Concrete Slabs Minimum Thickness of Two Way Slab as per ACI 318-11 for Deflection Control Methods to Improve Ductility of RCC Beams with Fiber Reinforced Polymer Bars
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