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0.) Girder factor at joint D, go b.) Column factor at joint K, Ck

0.) Girder factor at joint D, go b.) Column factor at joint K, Ck

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 SHOUN Baow JK LOAPED WITH LATERAL PORCC. APPUED ON EACH LEVEL : USING FACTOR METHOD , DRAW THE APPROXIMAIC NOMENT CHEAR ÞASRAM OF THe STRUCTURE PUE TO THE APPUED LOADS. SHOW youR COMPUETE SOUTION Fm HE DETERMNATON OFF COLU MN OVER FACTOR, GIRDER / colLimN monait TALTOR Up to compUTATIUAw OF END- momENT FOR EALH MEMBER. FACTOR CARRY note: K= I/L 21 St KN 31 41 27 KN 4T 40 6.50 (m) compunE I PROVIDE THE Ħ: UNKNUWNS IN HHE FORM, o) Girder çactor at joint D, go b) Column pactor at joint k, Ck A Girder mument pactor at Joint F, Gf d) Column moment factor at foinh E, CF ) Bending moment at Calumn AC, MAC f:) Bending moment at girder ED, 9 Bending moment at girder D, Meo shear at caumn DG, VoG J) Shear at beam MED HI
Transcribed Image Text:Questions: THE INDETERMNATE FRAME SHOUN Baow JK LOAPED WITH LATERAL PORCC. APPUED ON EACH LEVEL : USING FACTOR METHOD , DRAW THE APPROXIMAIC NOMENT CHEAR ÞASRAM OF THe STRUCTURE PUE TO THE APPUED LOADS. SHOW youR COMPUETE SOUTION Fm HE DETERMNATON OFF COLU MN OVER FACTOR, GIRDER / colLimN monait TALTOR Up to compUTATIUAw OF END- momENT FOR EALH MEMBER. FACTOR CARRY note: K= I/L 21 St KN 31 41 27 KN 4T 40 6.50 (m) compunE I PROVIDE THE Ħ: UNKNUWNS IN HHE FORM, o) Girder çactor at joint D, go b) Column pactor at joint k, Ck A Girder mument pactor at Joint F, Gf d) Column moment factor at foinh E, CF ) Bending moment at Calumn AC, MAC f:) Bending moment at girder ED, 9 Bending moment at girder D, Meo shear at caumn DG, VoG J) Shear at beam MED HI
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