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
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Question
How to calculate the internal forces (normal, shear and bending) at 2' , 7' and 12 '

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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