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a.) Girder factor at joint D, go b.) Column factor at joint K, Ck C) Girder moment factor at Joint F, GF

a.) Girder factor at joint D, go b.) Column factor at joint K, Ck C) Girder moment factor at Joint F, GF

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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Questions : THE INDETERMNATE FRAME SHOWN Bow JC LWAPED WITH LATERAL PORCes APPUED ON EACH LEVEL · USING FACTOR MEDHOD. DRAW THE APPROXINATT NOMENT SHEAR DASRAM OF THE SRUCTURE DUE TO THE APPUED LDADS. SHOW yoUR COMPUETE SOWTON Fom 1HE DETERMINATON OF OVER FALTOR, GIRDER / coumN monaut FALTOR UP to compuTATIUN OF END- MOMENT For tr# MEMBER . COLU MN FACTOR, CARRY 21 St KN. 31 41 27KN 4T 31 6-50 (m) 5-3 0(em) compUTE I FROVIDE THE Ħ: UNKNUWNS IN TE FORM, 0) Girder factor ot joint D, go b) Column factor at joint k, Ck A Girder mument pactor at Joint F, Gf d) Column mom ent factor at foirh E, C. e Bending moment at Columm AC, MAC f) Bending moment at girder tD, 9 Bending momệnt at girder O, MeD :)shear at caumn DG, VoG ) Shear at beam HI, MHI MED
Transcribed Image Text:Questions : THE INDETERMNATE FRAME SHOWN Bow JC LWAPED WITH LATERAL PORCes APPUED ON EACH LEVEL · USING FACTOR MEDHOD. DRAW THE APPROXINATT NOMENT SHEAR DASRAM OF THE SRUCTURE DUE TO THE APPUED LDADS. SHOW yoUR COMPUETE SOWTON Fom 1HE DETERMINATON OF OVER FALTOR, GIRDER / coumN monaut FALTOR UP to compuTATIUN OF END- MOMENT For tr# MEMBER . COLU MN FACTOR, CARRY 21 St KN. 31 41 27KN 4T 31 6-50 (m) 5-3 0(em) compUTE I FROVIDE THE Ħ: UNKNUWNS IN TE FORM, 0) Girder factor ot joint D, go b) Column factor at joint k, Ck A Girder mument pactor at Joint F, Gf d) Column mom ent factor at foirh E, C. e Bending moment at Columm AC, MAC f) Bending moment at girder tD, 9 Bending momệnt at girder O, MeD :)shear at caumn DG, VoG ) Shear at beam HI, MHI MED
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