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A rectangular beam with a width of a = 130 mm and a height of b = 240 mm and a length of L = 1550 mm is subjected to a force of P = 13400 N as shown in the figure. The distance of force from the top surface of the beam is c = 110 mm. [a = 130 mm, b = 240 mm, c = 110 mm] B Determine the axial stress in section B at the middle of the beam. 0.429 Mpa 0.547 Mpa 0.137 Mpa 0.802 Mpa 0.371 Mpa
Determine the maximum bending stress in section B at the middle of the beam. 3.016 Mpa 4.264 Mpa 2.47 Mpa 1.912 Mpa 3.369 Mpa
Determine the total stress at the top of the element in section B at the middle of the beam. 4.462 Mpa 2.899 Mpa 3.378 Mpa 5.129 Mpa 4.807 Mpa
Determine the total stress at the bottom of the element in section B at the middle of the beam. -1.626 Mpa -7.685 Mpa -3.2 Mpa -6.282 Mpa -2.04 Mpa