A beam with a solid homogeneous rectangular section is simply supported at A and B.A concentrated load F= 275 kilonewtons (kN) acts at point C where distance L1 (A to C) = 3.75metres (m) and distance L2 (C to B) = 1.25 metres (m). The dimensions of the rectangular section ofthe beam are breadth, b=45 mm and depth d=205 mm.Calculate the maximum bending stress and give your answer in N/mm² to two decimal places.*Assume the weight of the beam is negligible and zero.120.000H A beam with a solid homogeneous rectangular section is simply supported at A and B.A concentrated load F= 275 kilonewtons (kN) acts at point C where distance L1 (A to C) = 3.75metres (m) and distance L2 (C to B)= 1.25 metres (m). The dimensions of the rectangular section ofthe beam are breadth, b=45 mm and depth d= 205 mm.Calculate the second moment of area for rectangular section of the beam about its centroidal x-axis(lxxcentroid). Give your answer in mm4 and rounded to nearest mm4.12-LOI.

B = 45 mm D = 205 mm F =275 kN L1 = 3.75 m L2 = 1.25 .

A beam with a solid homogeneous rectangular section is simply supported at A and B. A concentrated load F= 275 kilonewtons (kN) acts at point C where distance L1 (A to C) = 3.75 metres (m) and distance L2 (C to B) = 1.25 metres (m). The dimensions of the rectangular section of the beam are breadth, b=45 mm and depth d=205 mm. Calculate the maximum bending stress and give your answer in N/mm² to two decimal places. *Assume the weight of the beam is negligible and zero. 12 0.000

A beam with a solid homogeneous rectangular section is simply supported at A and B. A concentrated load F= 275 kilonewtons (kN) acts at point C where distance L1 (A to C) = 3.75 metres (m) and distance L2 (C to B) = 1.25 metres (m). The dimensions of the rectangular section of the beam are breadth, b=45 mm and depth d=205 mm. Calculate the maximum bending stress and give your answer in N/mm² to two decimal places. *Assume the weight of the beam is negligible and zero. 12 0.000

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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