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1. By the moment-area method calculate the slope and deflection at the free end C of the overhanging beam ABC. E = 30,000k/in? and I = 200in“. All figures must be included and drawn straight. Curves may be done freehand. Summarize your answers as shown below at the end of the solution. Required Values Answer Oc radians Ac inch P 10ft 10ft A w BA 4ft P P1 P2 k k/ft N 16.9 0.67 976 676

1. By the moment-area method calculate the slope and deflection at the free end C of the overhanging beam ABC. E = 30,000k/in? and I = 200in“. All figures must be included and drawn straight. Curves may be done freehand. Summarize your answers as shown below at the end of the solution. Required Values Answer Oc radians Ac inch P 10ft 10ft A w BA 4ft P P1 P2 k k/ft N 16.9 0.67 976 676

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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1. By the moment-area method calculate the slope and deflection at the free end C of the overhanging beam ABC. E = 30,000k/in? and I = 200in“. All figures must be included and drawn straight. Curves may be done freehand. Summarize your answers as shown below at the end of the solution. Required Values Answer Oc radians Ac inch P 10ft 10ft A w BA 4ft P P1 P2 k k/ft N 16.9 0.67 976 676
Transcribed Image Text:1. By the moment-area method calculate the slope and deflection at the free end C of the overhanging beam ABC. E = 30,000k/in? and I = 200in“. All figures must be included and drawn straight. Curves may be done freehand. Summarize your answers as shown below at the end of the solution. Required Values Answer Oc radians Ac inch P 10ft 10ft A w BA 4ft P P1 P2 k k/ft N 16.9 0.67 976 676
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