6.70 through 6.74 classify as determinate or indeterminate. (All members act both in tension and in compression.)
Fig. P6.73
Structure (a):
Rigid truss with r = 3, m = 14, n = 8,
so r + m = 17 > 2n = 16
so completely constrained but indeterminate
Structure (b): Simple truss (start with ABC and add joints alphabetically), with
r = 3, m = 13, n = 8, so r + m = 16 = 2n
so completely constrained and determinate
Structure (c):
Simple truss with r = 3, m = 13, n = 8, so r + m = 16 = 2n, hut horizontal reactions (Ax and Dx) are collinear, so cannot he resolved by any equilibrium equation.
Structure is improperly constrained.
Want to see the full answer?
Check out a sample textbook solutionChapter 6 Solutions
Vector Mechanics for Engineers: Statics and Dynamics
Additional Engineering Textbook Solutions
Shigley's Mechanical Engineering Design (McGraw-Hill Series in Mechanical Engineering)
Fundamentals Of Thermodynamics
Manufacturing Engineering & Technology
Introduction to Heat Transfer
Thinking Like an Engineer: An Active Learning Approach (3rd Edition)
Applied Fluid Mechanics (7th Edition)
- Answer with Complete Solution.arrow_forwardA new art exhibit featuring mobile works is going up in the Norwalk, CA area. One art work is shown in the figure below. A 105 N uniform beam is pinned to the ground by a pivot. The beam is supported by a cable (attached 3/5 from the bottom of the beam) to allow for each of the shoes to hang freely. Each individual shoe has a weight of 7.5 N. 10 WALL FLOR (a) ( If one shoe is attached 1/7 of the way up the beam and another shoe is attached 5/8 of the way up the beam, with e, = 70.1° and e, 30.1°, what is the tension in the cable, in newtons? %3! %3D (b) What is the x-component of the force, in newtons, that the pivot exerts on the bottom of the beam? (c) O What is the y-component of the force, in newtons, that the pivot exerts on the bottom of the beam?arrow_forwardCalculate the support reactions for the truss below. W = 4,4 kNh = 12,4 marrow_forward
- 5.3.4 Zero Force Members Figure H 800 N ALA F E MA 3m D -3 m 30% G B -3 m 20 1 of 2 ( 3m Figure B 2m 2 m C T 2 m < 2 of 2 D 4m 500 N 700 N Part A Identify the zero-force members in the truss shown in (Figure 1). Check all that apply. CD D BC D CE ⒸAB DE GH EF ооооооооооооо BG □ CF AG OBF FG ⒸAH Part B Identify the zero-force members in the truss shown in (Figure 2). Check all that apply. OBC FG D CF AG BG OCD DE ⒸAB D CG EF ODF оооооооооооarrow_forward5. Analyze the following trusses using the finite element method if E = 200GPA and area of cross section A = 2cm? for all members. 1m 1m 1m 1m 1.5m 1m P=50 kN P1=30 kN P2=65 kN (a) (b) Fig. P3.3arrow_forwardin the fink truss shown in fig. p-4-4.5, the web members BC and EF are perpendicular to the inclined members of their midpoints. if p=2000lb, use the method of sections to determine the force in DF, DE, and CEarrow_forward
- 3) Calculate the internal forces in members DF, CE, and BD of the given truss shown in the figure below. Use the Method of Sections. G0ON GOON GOON GOON G0ON 1,5m 600 N B. 600 N A 6 at 1-20m = 7.20marrow_forwardCalculate the forces in member CF of the truss and state the member is in tension or compression using the method of sectionsarrow_forwardA simply supported span (middle span) of 6-m length with double cantilever of 1.5 m at each end is loaded as shown below. There is a concentrated moment of 6 kN-m acting at the tip of the left cantilever and a point load of 3 kN acting at the tip of the right cantilever. A concentrated force P = 10 kN is acting at the mid-point of the middle span. In addition, there are two partial uniform load of 5 kN/m acting on the middle span as shown below. The middle span has an I-section, of which the value of the moment of inertia I is given. The dimensions of the two flanges and the vertical web are also given. The right cantilever has a T-section. The dimensions of the top flange and the web are given. a).Calculate the maximum bending stress of the middle span and plot the bending stress distribution. The middle span is an I-section and the value of moment of inertia I is given as shown above b.) Calculate the maximum shear stress of the middle span and the shear stress at the interface…arrow_forward
- truss system of ABCDEFGH with overall span / 16 m (4 equal joint spans of 16/4 m) and height h = 5 m is subjected to forces P₁ = 60 kN and P2 = 20 kN as shown. The system has pinned support at end A and roller support at end E respectively. Taking tension as positive and compression as negative, answer the following.arrow_forwardAnilarrow_forwardQuestion 5.16 Please show all work and any FBD necessary. Thanksarrow_forward
- Elements Of ElectromagneticsMechanical EngineeringISBN:9780190698614Author:Sadiku, Matthew N. O.Publisher:Oxford University PressMechanics of Materials (10th Edition)Mechanical EngineeringISBN:9780134319650Author:Russell C. HibbelerPublisher:PEARSONThermodynamics: An Engineering ApproachMechanical EngineeringISBN:9781259822674Author:Yunus A. Cengel Dr., Michael A. BolesPublisher:McGraw-Hill Education
- Control Systems EngineeringMechanical EngineeringISBN:9781118170519Author:Norman S. NisePublisher:WILEYMechanics of Materials (MindTap Course List)Mechanical EngineeringISBN:9781337093347Author:Barry J. Goodno, James M. GerePublisher:Cengage LearningEngineering Mechanics: StaticsMechanical EngineeringISBN:9781118807330Author:James L. Meriam, L. G. Kraige, J. N. BoltonPublisher:WILEY