PROBUEM B : USING METHOD OF JOINTS SOLVE FOR THE FORCESACING IN ALL MEMBERS Of THE TRUSS. INPICATEWHETHER FENSION OR COMPRESSION. CNOTE : ROUND-OFFTO 3.0 PEUMAL PLACES FOrR FINAL ANSWERS)Pz= l. 85KHUNKNOWNS :RAY, RFY , RFX,AB, AC,BC, BD, CD, CE, DE, DF& EFP= 4,95KHP4 = 2.75KNPiz 3KNPE = 4.0 KNHINGEROLERWE

The FBD of the beam is shown below: Taking equilibrium equations:…

PROBUEM B : USING METHOOD OF JOINTS SOLVE FOR THE FORCES ACING IN ALL MEMBERS Of THE TRUSS. INPIGATE WHETHER FENSON OR COMPRESSION. CNOTE : ROUND-OFF TO 6.0 PEUMAL PLACES FOrR FINAL ANSOERS) Pz = l. 85KN UNKNOWNS : RAY, REY , REX,AB, AC, BC, BD, CD, CE , DE, DF & EF P 4.95써 P P4 = 2.75KN Pro 3KN Ps = 4.0 KN 2m HINGE ROUETR WE

PROBUEM B : USING METHOOD OF JOINTS SOLVE FOR THE FORCES ACING IN ALL MEMBERS Of THE TRUSS. INPIGATE WHETHER FENSON OR COMPRESSION. CNOTE : ROUND-OFF TO 6.0 PEUMAL PLACES FOrR FINAL ANSOERS) Pz = l. 85KN UNKNOWNS : RAY, REY , REX,AB, AC, BC, BD, CD, CE , DE, DF & EF P 4.95써 P P4 = 2.75KN Pro 3KN Ps = 4.0 KN 2m HINGE ROUETR WE

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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