See example below. Change data but solve method of 11. PROBLEM SET1. Double Integration Method (Statically Determinate)Calculate the following for a cantilever beam shown. Assume constant El of 7,800 KN-m^3a. Vertical Reaction at MWb. omax, mmc. slope at the free end degrees.EREALCONJUGATE78El15KNMSB=6max4В'MB'=703.04ElB'V=202.8El5.2mSmax=-703.04 x 1000mm7800Smax= 90.1333mm!15KNBv'= 202.8ElM8B=MBP @A[Fv=01++Bv¹=1(5.2) (-78)=0-15(5.2)=EMB'=0++MB'=1 (5.2) (78) (2/3 X 5.2=02OB= 5.1641°MB'= 703,04-703.04rd X7800180Trad

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PROBLEM SET 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 M b. omax, mm c. slope at the free end degrees. E REAL CONJUGATE 78 El 15KN В' M SB-6max ܦܣܕܐ-)-( 5.2m MB'=703.04 B'V=202.8 El Smax= 90.1333mm! EI Smax=-703.04 x 1000mm 7800 15KN Bv'= 202.8 EI M [Fv=0t+ +Bv'=1(5.2) (-78)=0 8B= MBP @A -15(5.2)=-- EMB'= 0+ +MB'=1_(5.2) (78) (2/3 X 5.2=0 2 OB=5.1641° MB'= 703.04 ΕΙ -703.04rd X 7800 180 rad

PROBLEM SET 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 M b. omax, mm c. slope at the free end degrees. E REAL CONJUGATE 78 El 15KN В' M SB-6max ܦܣܕܐ-)-( 5.2m MB'=703.04 B'V=202.8 El Smax= 90.1333mm! EI Smax=-703.04 x 1000mm 7800 15KN Bv'= 202.8 EI M [Fv=0t+ +Bv'=1(5.2) (-78)=0 8B= MBP @A -15(5.2)=-- EMB'= 0+ +MB'=1_(5.2) (78) (2/3 X 5.2=0 2 OB=5.1641° MB'= 703.04 ΕΙ -703.04rd X 7800 180 rad

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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