By the moment-areamethod c a lc u la te th e slopes of the e la stic curve at A, B and C and the vertic al de fle ction at C of the sim p le beam. E- 30,00 0k/in and I- 300 in". Refer to the fig ure belo w. All dec im a is must be included, do not ro und off ans wers. A II fig u res m ust be included and dra wn straight. Curves may be done fre e hand. Summarize your answers as shown below. Required Va lu es Answer e A P. A kip ft ft 15.8 15

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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CE - PC 311 - STRUCTURAL THEORY
Plate No. 10 - Analysis of Statically Indeterm in ate Beam s
1.
By the moment-area m e thod c a lc u la te th e slopes of the e la stic curve at A, B and C
and the vertic al de fle ctio n at C of the sim p le beam. E = 30,00 0 k/in and I = 300 in *.
2
Refer to th e fig ure b e lo w. AIl decim a ls m ust be inclu ded, do not round o ff answers.
A Il figures must be in c luded and drawn straight. Curves may be
done freehand.
Sum marize your ans wers as shown below.
Required V a lu es
Answer
B
A
X 1
X 2
X 1
X 2
kip
ft
ft
15.8
5
15
B.
Transcribed Image Text:CE - PC 311 - STRUCTURAL THEORY Plate No. 10 - Analysis of Statically Indeterm in ate Beam s 1. By the moment-area m e thod c a lc u la te th e slopes of the e la stic curve at A, B and C and the vertic al de fle ctio n at C of the sim p le beam. E = 30,00 0 k/in and I = 300 in *. 2 Refer to th e fig ure b e lo w. AIl decim a ls m ust be inclu ded, do not round o ff answers. A Il figures must be in c luded and drawn straight. Curves may be done freehand. Sum marize your ans wers as shown below. Required V a lu es Answer B A X 1 X 2 X 1 X 2 kip ft ft 15.8 5 15 B.
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