F amo A 30 kips 3'-0" 2'-0" 1.2 kips/ft nworla 5'-0" 4'-0" B bas
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
How to calculate the internal forces (normal, shear and bending) at 2' , 7' and 12 '
![amme
A
Th
30 kips
T.
1.2 kips/ft
work
3'-0"
2'-0"
beforferd
5'-0"
4'-0"
sd to bas
J
B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F83f55dca-2414-4caf-9bdd-2f4289df13ab%2Fcdcc756b-7269-4ee1-94e7-c33b3161f153%2Frfoor7b_processed.jpeg&w=3840&q=75)
Transcribed Image Text:amme
A
Th
30 kips
T.
1.2 kips/ft
work
3'-0"
2'-0"
beforferd
5'-0"
4'-0"
sd to bas
J
B
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What is the number on the last part of the bending moment where it says 30 x ....
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