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.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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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.
Transcribed Image Text: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.
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