Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN: 9781305081550
Author: Braja M. Das
Publisher: Cengage Learning
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Equilibrium and Support Reactions
Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are co…
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Required: qno7 . Virtual work method for beams (statically determinate). Ok See below question examples .dont reject
1. Double Integration Method (Statically Determinate) Calculate the following for a cantilever beam shown. Assume constant El of 7,800 KN-m^3 a. Vertical Reaction at M b. omax, mm c. slope at the free end degrees. E REAL CONJUGATE J E B 15KN M 5B=8max MB'=703.04 El B'V=202.8 El 5.2m Smax=-703.04 x 1000mm 7800 Smax-90.1333mm! SET Bv'= 15KN [Fv=01+ +Bv=1 (5.2) (78)=0 2 202.8 EI M 0B= -15(5.2)= BP @A OB=5.1641° EMB'= 0+ +MB'=1 (5.2) (78) (2/3 X 5.2=0 2 MB'= 703.04 03.04 -703.04 rad X 7800 180 Trad
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Transcribed Image Text:1. Double Integration Method (Statically Determinate) Calculate the following for a cantilever beam shown. Assume constant El of 7,800 KN-m^3 a. Vertical Reaction at M b. omax, mm c. slope at the free end degrees. E REAL CONJUGATE J E B 15KN M 5B=8max MB'=703.04 El B'V=202.8 El 5.2m Smax=-703.04 x 1000mm 7800 Smax-90.1333mm! SET Bv'= 15KN [Fv=01+ +Bv=1 (5.2) (78)=0 2 202.8 EI M 0B= -15(5.2)= BP @A OB=5.1641° EMB'= 0+ +MB'=1 (5.2) (78) (2/3 X 5.2=0 2 MB'= 703.04 03.04 -703.04 rad X 7800 180 Trad
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