S= 5.5m RLL = 900 N/m^2 RDL = 850 N/m^2 1. A 20m Fink Truss are spaced at 'S' meters o.c. the purlins are made up of C10x20 sections and are spaced 1.1967m on centers. The truss has a height of 4m. Roof LL is 'RLL' N/m2 of roof surface and roof covering is assumed to be 'RDL' N/m2 of roof surface. Determine whether the purlins are adequate to carry such loadings. Fy = 248 MPa. C10X20 properties: w=29.76kg/m, Zy=44.25x10°mm, Sy=21.47x10°mm. determine if the section is adequate to carry the loading considering the sag rods are placed at the midspan at what is the required diameter of the sag and tie rods. A=3787.09mm?, Ix=32.84x10 mm, ly=1.17x10°mm, Zx=317.91x10°mm, Sx=258.92x10°mm,

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Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.