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F amo A 30 kips 3'-0" 2'-0" 1.2 kips/ft nworla 5'-0" 4'-0" B bas

F amo A 30 kips 3'-0" 2'-0" 1.2 kips/ft nworla 5'-0" 4'-0" B bas

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
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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