Im Im IM Ri 3ー
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Solve for Vmax (+ and -) and Mmax (+ and -). Draw the shear and moment diagrams.
Please help me with this one. Please use the 2nd photo as reference.
![lefin 20kn
IM
Ri
ヨー](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa32af970-5344-4dda-ac1d-7a36f379cd38%2F2cac5ade-0cbd-48c5-9e73-a62c6e79dcc0%2Fx47f3c4_processed.jpeg&w=3840&q=75)
Transcribed Image Text:lefin 20kn
IM
Ri
ヨー
![Shear ard Moment in Beams
Sample Prtlems
V- shear force = aren y lad diag ram
M-bending menaT= area f 8Rear
U-0> Highest are fovest points f moment
dragram.
golen
40kn
we
Lead
Diegram
Gm.
75
75
M-()
- 25
Diagram
M= 3(-45)
too ka-m
-45
Moment (m)
Diagran
Selving for the reactions
GIMA
GRB = 50 G)+ 30(2)+ 40(4) G RA=40(2)+ 30 (4) + 5U(S)
RR- 45 km
RA= 75 kn](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa32af970-5344-4dda-ac1d-7a36f379cd38%2F2cac5ade-0cbd-48c5-9e73-a62c6e79dcc0%2Fhbosuo_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Shear ard Moment in Beams
Sample Prtlems
V- shear force = aren y lad diag ram
M-bending menaT= area f 8Rear
U-0> Highest are fovest points f moment
dragram.
golen
40kn
we
Lead
Diegram
Gm.
75
75
M-()
- 25
Diagram
M= 3(-45)
too ka-m
-45
Moment (m)
Diagran
Selving for the reactions
GIMA
GRB = 50 G)+ 30(2)+ 40(4) G RA=40(2)+ 30 (4) + 5U(S)
RR- 45 km
RA= 75 kn
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