4a) Determine the shear force (in newton) in section AC, CD, DE & EB, and the bending moment (in N.m) at point C & E of the beam. Use F₁ = 950 N, F₂ = 750 N, M = 1050 N.m, and a = 2.5 m. F1 A M b) Determine the shear force (in kN) at one-third of the length of the beam (from point A), and the bending moment (in kN.m) at two-thirds of the length of the beam (from point A). Use w₁ = 9 kN/m, w₂ = 3 kN/m, and a = B a W F2 |C D b + b + c) The beam consists of three segments pin connected at points B and E. Determine the shear force (in kN) at point B & E, the bending moment (in kN.m) at point B, C & E and determine the maximum bending moment (in kN.m) in section DF of the beam of the beam. Use w = 12 kN/m, a = 7.5 m, b = 3.5 m, and c = 5.5 m. w1 E B w2
4a) Determine the shear force (in newton) in section AC, CD, DE & EB, and the bending moment (in N.m) at point C & E of the beam. Use F₁ = 950 N, F₂ = 750 N, M = 1050 N.m, and a = 2.5 m. F1 A M b) Determine the shear force (in kN) at one-third of the length of the beam (from point A), and the bending moment (in kN.m) at two-thirds of the length of the beam (from point A). Use w₁ = 9 kN/m, w₂ = 3 kN/m, and a = B a W F2 |C D b + b + c) The beam consists of three segments pin connected at points B and E. Determine the shear force (in kN) at point B & E, the bending moment (in kN.m) at point B, C & E and determine the maximum bending moment (in kN.m) in section DF of the beam of the beam. Use w = 12 kN/m, a = 7.5 m, b = 3.5 m, and c = 5.5 m. w1 E B w2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![4a) Determine the shear force (in newton) in section AC, CD, DE & EB, and the bending moment
(in N.m) at point C & E of the beam. Use F₁ = 950 N, F₂ = 750 N, M = 1050 N.m, and a = 2.5 m.
F1
a
a
O
M
b) Determine the shear force (in kN) at one-third of the length of the beam (from point A), and the bending
moment (in kN.m) at two-thirds of the length of the beam (from point A). Use w₁ = 9 kN/m, w₂ = 3 kN/m, and a = 6 m.
B
a
F2
W
E
C |D
+ b + b + b
C) The beam consists of three segments pin connected at points B and E. Determine the shear force (in kN)
at point B & E, the bending moment (in kN.m) at point B, C & E and determine the maximum bending moment
(in kN.m) in section DF of the beam of the beam. Use w = 12 kN/m, a = 7.5 m, b = 3.5 m, and c = 5.5 m.
O
E
B
w1
с
B
w2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F008f31aa-ffde-472d-81b9-49fb75f4a0c2%2Fde0fddbe-2dd1-4223-9da8-3dece681f9e2%2Fv70edh_processed.png&w=3840&q=75)
Transcribed Image Text:4a) Determine the shear force (in newton) in section AC, CD, DE & EB, and the bending moment
(in N.m) at point C & E of the beam. Use F₁ = 950 N, F₂ = 750 N, M = 1050 N.m, and a = 2.5 m.
F1
a
a
O
M
b) Determine the shear force (in kN) at one-third of the length of the beam (from point A), and the bending
moment (in kN.m) at two-thirds of the length of the beam (from point A). Use w₁ = 9 kN/m, w₂ = 3 kN/m, and a = 6 m.
B
a
F2
W
E
C |D
+ b + b + b
C) The beam consists of three segments pin connected at points B and E. Determine the shear force (in kN)
at point B & E, the bending moment (in kN.m) at point B, C & E and determine the maximum bending moment
(in kN.m) in section DF of the beam of the beam. Use w = 12 kN/m, a = 7.5 m, b = 3.5 m, and c = 5.5 m.
O
E
B
w1
с
B
w2
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