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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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