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By the con ju g a te -beam m ethod ca lcu la te the slope and de fle ction at the free end C of the overhanging beam ABC. Indic a te the d irection of ro ta tio n (clockw is e or counterclo ckw is e ) and de flection (upward or downward). A Iso calcu la te the defle ctio n at 2 po int D (in d ic a te the direction) and s lo pes e, and en. E = 30 000 k/in andI = 200 in . A a B а + b SUMMAR IZE YOUR ANSWERS (DO NOTROUND OFF INCLUDE ALL DEC IMALS) Required V a lu es Answer U n its D ire ctio n radians ??? S lo pe ec De fle ction AC in ch ??? radians ??? S lo pe 0A S lo pe eB radians ??? De flectio n AD in ch ??? DATA w ft ft kip ft k/ft 8.6 8.6 13.8 4.6 0.84

By the con ju g a te -beam m ethod ca lcu la te the slope and de fle ction at the free end C of the overhanging beam ABC. Indic a te the d irection of ro ta tio n (clockw is e or counterclo ckw is e ) and de flection (upward or downward). A Iso calcu la te the defle ctio n at 2 po int D (in d ic a te the direction) and s lo pes e, and en. E = 30 000 k/in andI = 200 in . A a B а + b SUMMAR IZE YOUR ANSWERS (DO NOTROUND OFF INCLUDE ALL DEC IMALS) Required V a lu es Answer U n its D ire ctio n radians ??? S lo pe ec De fle ction AC in ch ??? radians ??? S lo pe 0A S lo pe eB radians ??? De flectio n AD in ch ??? DATA w ft ft kip ft k/ft 8.6 8.6 13.8 4.6 0.84

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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By the con ju gate -beam method calcu la te the s lo pe and de flectio n at the free end C of the overhang in g beam ABC. Indicate the d irectio n of rota tio n (clockw is e or counterclockw is e) and deflection (upward or downw a rd). A lso calcula te th e deflectio n at 2 po int D (in d ic ate the directio n) and slopes eA and e8- E = 30000k/in and I = 200 in". A a B a + b SUMMAR IZE YOUR ANSWERS (DO NOTROUND OFF INCLUDE ALL DEC IMALS) Required Va lu es Answer U nits D ire ctio n radianS ??? S lope e c in ch ??? De fle ction AC radians ??? S lope e A гad ia n s ??? S lope e B in ch ??? De fle ction AD DATA a b P w ft ft kip ft k/ft 8.6 8.6 13.8 4.6 0.84
Transcribed Image Text:By the con ju gate -beam method calcu la te the s lo pe and de flectio n at the free end C of the overhang in g beam ABC. Indicate the d irectio n of rota tio n (clockw is e or counterclockw is e) and deflection (upward or downw a rd). A lso calcula te th e deflectio n at 2 po int D (in d ic ate the directio n) and slopes eA and e8- E = 30000k/in and I = 200 in". A a B a + b SUMMAR IZE YOUR ANSWERS (DO NOTROUND OFF INCLUDE ALL DEC IMALS) Required Va lu es Answer U nits D ire ctio n radianS ??? S lope e c in ch ??? De fle ction AC radians ??? S lope e A гad ia n s ??? S lope e B in ch ??? De fle ction AD DATA a b P w ft ft kip ft k/ft 8.6 8.6 13.8 4.6 0.84
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