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1. By the moment-area method find the slope and de flection at the fre e end A of the can tile ver be am AB. E- 30,00 0k/in and I- 2 00 in *. Refer to the figure below. A l decim a ls m ust be in clu ded, do not round off answers. All fig u res must be included and drawn stra ig ht. Curves may be done freehand. Sum marize your answers as shown below. w kit ft ft 1.110 7 8 Required Va lu es Answer B L, L2

1. By the moment-area method find the slope and de flection at the fre e end A of the can tile ver be am AB. E- 30,00 0k/in and I- 2 00 in *. Refer to the figure below. A l decim a ls m ust be in clu ded, do not round off answers. All fig u res must be included and drawn stra ig ht. Curves may be done freehand. Sum marize your answers as shown below. w kit ft ft 1.110 7 8 Required Va lu es Answer B L, L2

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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CE - PC 311 - STRUCTURAL THEORY Quiz No. 2F - Analysis of S tatically In determ in ate Beam s 1. By the moment-area method find the slope and de flection at the fre e end A of the cantile ver beam AB. E = 30,000k/in and I = 200 in ". Re fer to the fig ure belo w. A ll decim a ls must be in c lu ded, do not round off answers. All fig ures must be included and drawn straight. Curves may be done freehand. Sum marize your answers as shown b e lo w. w kit ft ft 1.110 7 8 Required Va lu es Answer O A A L1 L2 B.
Transcribed Image Text:CE - PC 311 - STRUCTURAL THEORY Quiz No. 2F - Analysis of S tatically In determ in ate Beam s 1. By the moment-area method find the slope and de flection at the fre e end A of the cantile ver beam AB. E = 30,000k/in and I = 200 in ". Re fer to the fig ure belo w. A ll decim a ls must be in c lu ded, do not round off answers. All fig ures must be included and drawn straight. Curves may be done freehand. Sum marize your answers as shown b e lo w. w kit ft ft 1.110 7 8 Required Va lu es Answer O A A L1 L2 B.
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