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

See similar textbooks

Similar questions

Kindly answer all please with complete solution. Needed ASAP.
Determine the force in member IB. 100 kN H K F AC B. O Cannot be identified 0 150 kN O O KN O 50 kN O 100 kN
H4.
Determine the force in member DI of the loaded truss. Enter a positive number if in tension, negative if in compression. 4L B 5 m Answer: DI = i Save for Later 6L 6L D E 6L -5 m E H |Η 5 m AB=BC=CD= DE = EF = FG 4L L F L G Attempts: 0 of 1 used Submit Answer
Sispose that P = 30 kip, P=20 kip, and = 10 kip Figure ++. 400 San 184-399 30 Part A Determine the force in member GF of the bridge truss Express your answer in kilopounds to three significant figures. Enter negative value in the case of compression and positive value in the case of tension For Submit Part B Avec Fre Request Anst O? Determine the force in member PC of the bridge truss Express your answer in kilopounds to three significant figures. Enter negative value in the case of compression and positive value in the case of tension VAZO IT vec kip ? kip
3 Determine the support reactions o- beam shown here: S A 12 the 9 = 450 max. hint: 1 resultant force is the area the Loading. 2 the point of action of resultant is not at the middle. ft. B + under 16/8x y
calculate the forces in all members of the truss shown using method of joints joint c is a pin joint and joint d is roller joint
Determine the force in member BE if the force on E is changed to 525kN. 24 kN 17 kN BY 0.8 m # E 8 kN D 7 kN Answer: 1.5 m -1.5 m- S OKN Tension ON Compression
B F RK E G F1 F2 AC, CE, EG, GI, IK, BD, DF, FH, HJ = 12.5 m, AZ=15 m, ZB=6.25 mF_1= 60 kN, F_2 = 60 kN For the truss as shown and the loading indicated. Show the free body diagram for the joint: Olncluded in manual solution ONot made 1.Find the reactions. pe here to search
If the force in member AG of the truss in the figure below is 6 kN (C), then the :force (in kN) in member BG is d1=6.1 6 kN 3 kN 3 kN 1.5di 1.5di F di В di D -0.75d1 1.5di 0.75di
Include fbd
Find the force member DE. DE = KN. Compression -6 6*4 > |100 kN 75 kN 75 kN D 25 kN -25 kN E 3 C 4 F В I K H 14 G Dimensions in meters