Check the adequacy of the bolted joint connecting two angles with column flanges using 16 mm diameter black bolts of grade 4.6 as per arrangement shown in fig. The joint supports a service reaction of 125 kN at an eccentricity of 160 mm from the column face. Consider the neutral axis to pass through the lower most row of bolts. The rolled steel structural section and connecting plates are in Fe 410 grade steel. 301 601 601 60 60 301 160 125 kN 100000 ooooo 16 mmfbolts. Stress Diagram

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Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.