q=22kN/mA30°B A5m3m120kNThe beam shown, of a total of 8 m, spans 5 mbetween layouts A and B and is cantilevered 3mfrom B. The beam has an evenly distributed loadof 22kN / m, and at the end C of the cantileverattacks a concentrated load of 120 kN whichforms 30 ° with the horizontal. The concentratedload attacks in the beam the center of gravity ofthe cross section (in NA). Scheme A is a fixedbearing and scheme B has a roller bearing(frictionless). The beam is an HE280A. E-modulus = 210,000 N / mm2. NB! The wholetask is within the elastic range of the steel.a. Calculate Mg, ie the moment over scheme B.b. Calculate the beam's largest tensile stress andgreatest compressive stress.c. How much elongation of the beam causes thehorizontal component of the concentrated load.

Answered: Image /qna-images/answer/df402b57-6813-4dc8-81d3-09388b34b8aa.jpg

modulus = 210,000 N / mm2. NB! The whole %3D task is within the elastic range of the steel. a. Calculate Mg, ie the moment over scheme B. b. Calculate the beam's largest tensile stress and greatest compressive stress. c. How much elongation of the beam causes the horizontal component of the concentrated load.

modulus = 210,000 N / mm2. NB! The whole %3D task is within the elastic range of the steel. a. Calculate Mg, ie the moment over scheme B. b. Calculate the beam's largest tensile stress and greatest compressive stress. c. How much elongation of the beam causes the horizontal component of the concentrated load.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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