Picture given below; There is a uniformly distributed load on the beam, which is made of Al2010 (T4) alloy T-profile and is connected to the "A" sliding bearing with "B" joint fixed support. Safe compression and tensile normal stress of the beam is Gemn=100 MPa. q=23 kN/m CCKesiti 15 | 18 | 15 | q=23 kN/m A 30 cm 100 cm 150 cm 16 KİRİŞ T- PROFİLİ 74 Ød MAFSAL PİMİ Ölçüler mm dir. S-1) Calculate the support reactions by drawing the SCD of the beam. S-2) The beam; a) Draw the shear force diagram, b) Moment diagram and determine the maximum moment. S-3) Find the x and y axis coordinates of the center of gravity of the cross-sectional area of the beam whose T-profile dimensions are given.
Picture given below; There is a uniformly distributed load on the beam, which is made of Al2010 (T4) alloy T-profile and is connected to the "A" sliding bearing with "B" joint fixed support. Safe compression and tensile normal stress of the beam is Gemn=100 MPa. q=23 kN/m CCKesiti 15 | 18 | 15 | q=23 kN/m A 30 cm 100 cm 150 cm 16 KİRİŞ T- PROFİLİ 74 Ød MAFSAL PİMİ Ölçüler mm dir. S-1) Calculate the support reactions by drawing the SCD of the beam. S-2) The beam; a) Draw the shear force diagram, b) Moment diagram and determine the maximum moment. S-3) Find the x and y axis coordinates of the center of gravity of the cross-sectional area of the beam whose T-profile dimensions are given.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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