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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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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