Identification of Cracks

QUESTION-1

a)

This crack will be formed due to the flexural failure of a beam. The flexural strength, known as modulus of rupture, bendstrength, or fracture strength, is a material property, defined as the stress in a material just before it yields in a flexure test. The flexuralstrength represents the highest stress experienced within the material at its moment of rupture. It is measured in terms of stress. Toovercome this type of failure, main steel is provided at the bottom/top of the beam. The damages are repairable, To repair damagedbeams, locate a local welder or metal shop and request angle iron, cut and drilled to the length of the beam being repaired.Removeany pipes, wires, etc. currently going through the beam. Be sure to turn off the water, power, etc. before doing so.Pry the joist hangeraway from the beam.Mount the angle iron on the jack and the temporary post. Get the angle iron in place and slowly raise the jackuntil the angle iron is wedged up against the damaged beam.Screw the angle iron into the beam and remove the temporarypost.Slide any pipes or wires previously removed back through the beam and turn the water and power back on.

b)

This cracks are formed due to the mistakes done in the construction and honeycombing in concrete. To avoid cracks inconcrete, avoid using high slump concrete. Concrete of moderate slump (less than 5 inches) results in less cracking. High slumpconcrete can only be used if it is controlled by concrete admixtures or designed such that segregation and bleeding of concrete iscontrolled. Concrete admixtures such as water reducers or super plasticizers can be used to increase slump while reducing additionof water content. Air entertained concrete can also be produced to increase slump especially when concrete is to be subjected tofreeze and thaw cycles. The honeycombing occurs when the fine mortar fails to thoroughly fall and fill the gaps created by the coarseaggregate. As mentioned previously, poor concrete consolidation is usually the top cause of honeycombing, along with poorvibration, improper ratio of fine to coarse aggregate, dry concrete and construction conditions that are not up to standard.

c)

This cracks are formed due to the beam-column joint failure. In the strong column-weak beam design, beams are expected toform plastic hinges at their ends and develop flexural overstrength beyond the design strength. The high internal forces developed atplastic hinges cause critical bond conditions in the longitudinal reinforcing bars passing through the joint and also impose high sheardemand in the joint core. The bond performance of the bars anchored in a joint affects the shear resisting mechanism to a significantextent.

QUESTION-2

a)

This crack will be formed due to the flexural failure of a column. Columns have the most important role in all structuralmembers of a building. According to the base civil engineering concept, columns failure wants to be occurring after beams and theother components damages. Performance of existing buildings in earthquakes indicates that the beams are less vulnerable todamage during earthquakes and their damage appears to be less critical to performance as compared with that of columns andcolumn-beam joints.

b)

This crack will be formed due to the shear failure of a column. Lateral loads in a structure are carrying by vertical elements suchas columns and shear walls. When there are no shear walls, columns carry these lateral loads. Lateral loads are generated by winds,earthquake loads, from retaining structures, etc. Shear links are provided to columns based on the shear forces excreted on them.Further, the size of the columns is increased in the direction of shear to increase the shear capacity.

c)

This cracks are formed due to the short column failure. In Short Columns, failure takes place due to yielding and we define this phenomenon as CRUSHING. Short Columns are classified based upon Slenderness Ratio which is the ratio of the effective length (Length between point of zero moments) and least lateral dimension of the column. Failure of column usually occurs due to anyone of the following stresses developed in the column. Short column will fail only because of direct compressive stress developed in the column or we can also say that short column will usually fail due to direct compression or crushing.