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By the conjug a te -beam meth od calculate the slope and d e fle c tion at the free end C of the overhan g in g beam counterclo ckw is e) and de flectio n (upward or downward). A lso calculate the de fle c tio n at po int D (in d ic a te the direction) and slopes e, and eg. E = 300 0 0 k/in and I= 200 in . ABC. Indicate the d irection of rota tion (c lo ckw is e or D a + b SUMMARIZE YOUR ANSWERS (DO NOTRO UND OFF INCLUDE ALL DEC IM ALS) Required Valu es Answer D ire c tion U nits radians ??? S lope oc in ch ??? De flection AC S lo pe eA radians ??? S lo pe e. radians ??? De fle c tion AD in ch ??? DATA b ft ft kip ft k/ft 12.0 12.0 13.5 5.8 1.83

By the conjug a te -beam meth od calculate the slope and d e fle c tion at the free end C of the overhan g in g beam counterclo ckw is e) and de flectio n (upward or downward). A lso calculate the de fle c tio n at po int D (in d ic a te the direction) and slopes e, and eg. E = 300 0 0 k/in and I= 200 in . ABC. Indicate the d irection of rota tion (c lo ckw is e or D a + b SUMMARIZE YOUR ANSWERS (DO NOTRO UND OFF INCLUDE ALL DEC IM ALS) Required Valu es Answer D ire c tion U nits radians ??? S lope oc in ch ??? De flection AC S lo pe eA radians ??? S lo pe e. radians ??? De fle c tion AD in ch ??? DATA b ft ft kip ft k/ft 12.0 12.0 13.5 5.8 1.83

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 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 a w ft ft kip ft k/ft 12.0 12.0 13.5 5.8 1.83
Transcribed Image Text: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 a w ft ft kip ft k/ft 12.0 12.0 13.5 5.8 1.83
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