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1. By the moment-area method fin d the slope and de flectio n at the fre e end A cantile ver be a m AB. E = 30,000k/in andI = 200 in. Refer to the fig u re belo decim a ls m ust be inclu ded, do not round o ff answers. A ll fig ures must be inc and drawn straight. Curves m ay be done freehand. Sum m arize your answ shown below. Required Va lu es Answer 1.110 k/ft A L: 7ft L:8ft B.

1. By the moment-area method fin d the slope and de flectio n at the fre e end A cantile ver be a m AB. E = 30,000k/in andI = 200 in. Refer to the fig u re belo decim a ls m ust be inclu ded, do not round o ff answers. A ll fig ures must be inc and drawn straight. Curves m ay be done freehand. Sum m arize your answ shown below. Required Va lu es Answer 1.110 k/ft A L: 7ft L:8ft B.

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 m oment-area m ethod fin d the slope and de fle ctio n at the fre e end A of the cantile ver b e am AB. E = 30,000k/in´ and I = 20 0 in. Re fer to the figure below. A ll dec im a ls m ust be includ ed, do not round o ff ans wers. A ll fig ures must be inclu ded and drawn straight. Curves may be done freehand. Sum m arize your answers as shown below. Answer Required Va lu es A A 1.110 k/ft A L, 7ft L:8ft B.
Transcribed Image Text:1. By the m oment-area m ethod fin d the slope and de fle ctio n at the fre e end A of the cantile ver b e am AB. E = 30,000k/in´ and I = 20 0 in. Re fer to the figure below. A ll dec im a ls m ust be includ ed, do not round o ff ans wers. A ll fig ures must be inclu ded and drawn straight. Curves may be done freehand. Sum m arize your answers as shown below. Answer Required Va lu es A A 1.110 k/ft A L, 7ft L:8ft B.
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