PROBUEM B: USING MBTHOD OF JONTS SOLVE FOR THE FORCESACTING IN ALL MEMBERS Of THE TRUSS. INPIGATEWHETHER FENSION OR COOMPRESSION. CNOTE : ROUND-OFFTO 3.0 PEUMAL PLACES FOR FINA ANSWERS))P2 1. 85KNUNKNOWNS :RAY, RFY, RFX× , AB,AC,BC, BD, CD, CE , DE, DFļ EFBP= 4.95KHPi=3KNP4 = 2.75KNPE =4.0 KN2mROLERHINGEWE

Free body diagram - Reactions - For the forces in the vertical direction = RA + RF = 4 + 1.85 + 3 =…

PROBUEM B : USING MBTHOD OF JOINTS SOLVE FOR THE FORCEES ACING IN ALL MEMBERS Of THE tRUSS. INPIGATE WHETHER FENSION OR COMPRESSION. CNOTE : ROUND-OFF TO 3.0 PEUMAL PLACES FOR FINA ANSWERS)) UNKNOWNS : RAY, RFY , RFx , AB,AC, BC, BD, CD, CE , DE, DF ļ EF Pz # l,85KN Bs= 4,9544 Piz 3KN P4 = 2.75KN PE =4.0 KN 2m HINGE WE

PROBUEM B : USING MBTHOD OF JOINTS SOLVE FOR THE FORCEES ACING IN ALL MEMBERS Of THE tRUSS. INPIGATE WHETHER FENSION OR COMPRESSION. CNOTE : ROUND-OFF TO 3.0 PEUMAL PLACES FOR FINA ANSWERS)) UNKNOWNS : RAY, RFY , RFx , AB,AC, BC, BD, CD, CE , DE, DF ļ EF Pz # l,85KN Bs= 4,9544 Piz 3KN P4 = 2.75KN PE =4.0 KN 2m HINGE 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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Concept explainers

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.

Question

PROBUEM B: USING MBTHOD OF JONTS SOLVE FOR THE FORCES
ACTING IN ALL MEMBERS Of THE TRUSS. INPIGATE
WHETHER FENSION OR COOMPRESSION. CNOTE : ROUND-OFF
TO 3.0 PEUMAL PLACES FOR FINA ANSWERS))
P2 1. 85KN
UNKNOWNS :
RAY, RFY, RFX× , AB,AC,
BC, BD, CD, CE , DE, DF
ļ EF
B
P= 4.95KH
Pi=3KN
P4 = 2.75KN
PE =4.0 KN
2m
ROLER
HINGE
WE

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