Pls provide complete solution and drawing. Thanks QUESMONE:THE INDETERMINATE FRAme SHOWN BELOW IK LOA DeDWITH LATERAL FORCES APPUED ON EACH LEVEL . ucINoAFPROXIMATE MOMENTFACTOR METHOO, PRAW THESHEAR DIAKEAM OF THE STRUCTURE DUE TO THEFicom THEDE TE RMINATION OF GIRDUR/ coLumnFATOR, CAERY OUER FATOR, GIRDER/CoUmMOMENT FAeroR UP TOFOR EAUHcùmpuTAT ON OF tNo- MOMETMEMBERNOTE :54 KN4I4I3151arGH3I4I6.50 m5.30 mM6.50 mcomPutE A PROVIDE THE FP. UNKNONNS IN THE FOem;a) Girder pactor ot joint D, gob) Column foctor of joint K, Cxbirder moment foctor ot yoinm F, GFd) column moment pactor ot joint E. CEBending moment ot lalumn AC, MACĐ Bending moment ot girder ED, MED0) Bending moment at grder CD, Meo1) Shear at eolumn DG, VOGS) chear at beaơm HI, MHIk 9.10(m), 60m),

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54 KN ESKN- √ ₁3.60(m) ₂. 27 KN. (w)alt C 4I 41 of THE INDETERMINATE FRAME SHOWN BELOW IS LOADED WITH LATERAL FORCES APPLIED ON EACH LEVEL. UCING FACTOR METHOD, DRAW THE APPROXIMATE MOMENT SHEAR DIAGRAM OF THE STRUCTURE DUE TO THE APPLIED LOADS. SHOW YOUR COMPLETE SOLUTION DETERMINATION OF GIRDER COLUMN FROM THE FACTOR, MOMENT FACTOR UP TO FOR EACH MEMBER 21 H 21 6.50 m 31 GI | 31 5 31 CARRY OVER FACTOR, GIRDER / COLUMN 31 31 5.30m H 11 51 51 compuTATION OF END-MOMENT 21 6.50 m NOTE: K= 41 M 4|- I L

54 KN ESKN- √ ₁3.60(m) ₂. 27 KN. (w)alt C 4I 41 of THE INDETERMINATE FRAME SHOWN BELOW IS LOADED WITH LATERAL FORCES APPLIED ON EACH LEVEL. UCING FACTOR METHOD, DRAW THE APPROXIMATE MOMENT SHEAR DIAGRAM OF THE STRUCTURE DUE TO THE APPLIED LOADS. SHOW YOUR COMPLETE SOLUTION DETERMINATION OF GIRDER COLUMN FROM THE FACTOR, MOMENT FACTOR UP TO FOR EACH MEMBER 21 H 21 6.50 m 31 GI | 31 5 31 CARRY OVER FACTOR, GIRDER / COLUMN 31 31 5.30m H 11 51 51 compuTATION OF END-MOMENT 21 6.50 m NOTE: K= 41 M 4|- I L

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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