Situation 4. Situation - A wide flange section has the following properties: I= 108 x 106 mm d = 300 mm by = 150 mm t = 9 mm t₁ = 12 mm d = 300 mm F, = 0.4F, F, = 250MPa Q@NA=380x103 mm¹ a. Determine the allowable shear stress in MPa. b. Determine the shear capacity in kN. c. Determine the safe uniform load in kN/m that the section could carry if length of the beam is 10 m.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Situation 4. Situation - A wide flange section has the following properties:
I= 108 x 106 mm
d=300 mm
b = 150 mm
t₁ = 9 mm
t₁ = 12 mm
d = 300 mm
F₂=0.4F,
F, = 250MPa
Q@NA=380x103 mm³
a. Determine the allowable shear stress in MPa.
b. Determine the shear capacity in kN.
c. Determine the safe uniform load in kN/m that the section could carry if length of the beam is 10 m.
d. Determine the shear flow at the neutral axis in N/mm.
e. Determine the shear flow of the portion of the flange 30 mm from the edge in N/mm.
Transcribed Image Text:Situation 4. Situation - A wide flange section has the following properties: I= 108 x 106 mm d=300 mm b = 150 mm t₁ = 9 mm t₁ = 12 mm d = 300 mm F₂=0.4F, F, = 250MPa Q@NA=380x103 mm³ a. Determine the allowable shear stress in MPa. b. Determine the shear capacity in kN. c. Determine the safe uniform load in kN/m that the section could carry if length of the beam is 10 m. d. Determine the shear flow at the neutral axis in N/mm. e. Determine the shear flow of the portion of the flange 30 mm from the edge in N/mm.
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