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 '' articulated fixed support. The safe compression and tensile normal stress of the beam is σ = 100MPa. The beam weight will be neglected. Q-1) Calculate the support reactions by drawing the FBD of the beam. Q-2) Your beam; a) Draw the shear force diagram. b) Draw the moment diagram and determine the maximum moment. Q-3) Find the x and y axis coordinates of the center of gravity of the cross section area of the beam with the T-profile dimensions.
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 '' articulated fixed support. The safe compression and tensile normal stress of the beam is σ = 100MPa. The beam weight will be neglected.
Q-1) Calculate the support reactions by drawing the FBD of the beam.
Q-2) Your beam; a) Draw the shear force diagram. b) Draw the moment diagram and determine the maximum moment.
Q-3) Find the x and y axis coordinates of the center of gravity of the cross section area of the beam with the T-profile dimensions.
Q-4) Find the moments of inertia with respect to the vertical and horizontal axes passing through the center of gravity of the T-profile cross-sectional area.
Q-5) Find the tensile and compression stresses caused by bending on the T-profile beam and check the safe carrying condition of this load.
Q-6) How many mm should the pin diameter '' d '' be in order to carry the pin used in the “B” articulated fixed bearing with a strong safety? (For pin material; σ = 140MPa and τ = 100MPa)
![q=23 kN/m
C-C Kesiti
C.
15
18 15
q=23 kN/m
30 cm
B.
100 cm
150 cm
KİRİŞ
T- PROFİLİ
74
MAFSAL
PØ
PİMİ
Ölçüler mm dir.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F757dacc4-fe5a-4d6c-a474-7599e86a8593%2F52852abe-5bfe-41aa-9edb-7abecf124e1f%2F8aws62v_processed.jpeg&w=3840&q=75)
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