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20. Determine the support reactions for the truss shown below, A 75 B 3m 5KN C 3m 25 AN 10 15 AN 3m 3m 3n 3m

20. Determine the support reactions for the truss shown below, A 75 B 3m 5KN C 3m 25 AN 10 15 AN 3m 3m 3n 3m

Structural Analysis
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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V Via Sounce Edkams Capter X Vta Source Bockabel Applied x ← C & bookshelvitatsource.com/reader/books/9781473757059/page/112 Materials Applied Statics and Strength of Expand | Collapse Contents PREFACE ✓ CHAPTER 1 Introduction to Statics v CHAPTER 2 Forces and Force Systems A CHAPTER 3 Equilibrium of Force Systems 3.1 Introduction 3.2 Problem Solving and the Solution Process 3.3 Free-Body Diagrams and Support Conditions 3.4 Equilibrium of Colinear Force Systema 3.5 Equilibrium of Concurrent Force Systems 3.6 Equilibrium of Parallel Force Systems 3.7 Equilibrium of Nonconcurrent Force Systems 3.8 Statically Determinant Systems 3.9 Equilibrium of Concurrent, Non-Coplanar Force Systems 3.10 Summary ✓ CHAPTER 4 Truss and Frame Analysis Back to Page M E 1 22 S 60 62 3 65 67 73 73 05 85 93 105 m 102 Chapter 3-Equilibrium of Force Systems 20. Determine the support reactions for the truss shown below. 75 KN B 3m 5 kN 3m C H 3m 25 kN D 15 kN 3m PG E 3m 3m Qetai QAF 6MPH AD 141383 B.D 200 60 120 List By:375 Емасо 200 X5 - By (10) + 60x115 +120X13=0 1000 - 10 BY +690 + 1560=0 3250-10 By=0 By: 3250 {Fy=0 =32515 Ay -200 +325-60-120=0 Ay-SS=0 Ay: 55 15 ONOSOLACE 7 DISTRICT EMERGENC PROCEDURES GUIDE
Transcribed Image Text:V Via Sounce Edkams Capter X Vta Source Bockabel Applied x ← C & bookshelvitatsource.com/reader/books/9781473757059/page/112 Materials Applied Statics and Strength of Expand | Collapse Contents PREFACE ✓ CHAPTER 1 Introduction to Statics v CHAPTER 2 Forces and Force Systems A CHAPTER 3 Equilibrium of Force Systems 3.1 Introduction 3.2 Problem Solving and the Solution Process 3.3 Free-Body Diagrams and Support Conditions 3.4 Equilibrium of Colinear Force Systema 3.5 Equilibrium of Concurrent Force Systems 3.6 Equilibrium of Parallel Force Systems 3.7 Equilibrium of Nonconcurrent Force Systems 3.8 Statically Determinant Systems 3.9 Equilibrium of Concurrent, Non-Coplanar Force Systems 3.10 Summary ✓ CHAPTER 4 Truss and Frame Analysis Back to Page M E 1 22 S 60 62 3 65 67 73 73 05 85 93 105 m 102 Chapter 3-Equilibrium of Force Systems 20. Determine the support reactions for the truss shown below. 75 KN B 3m 5 kN 3m C H 3m 25 kN D 15 kN 3m PG E 3m 3m Qetai QAF 6MPH AD 141383 B.D 200 60 120 List By:375 Емасо 200 X5 - By (10) + 60x115 +120X13=0 1000 - 10 BY +690 + 1560=0 3250-10 By=0 By: 3250 {Fy=0 =32515 Ay -200 +325-60-120=0 Ay-SS=0 Ay: 55 15 ONOSOLACE 7 DISTRICT EMERGENC PROCEDURES GUIDE
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