Answer d and e 3-4. By the method of section, compute the bar forces in the lettered bars of the trussesshown in Fig. 3-36.12 ft¥20* 20*5 at 16 ft = 80 ft(a)a24 ft10*10*10*6 at 15 ft = 90 ft(b)tsot t sor tsot f so* f sotSO*50*25 fta5 ft-2 ft6 at 25 ft = 150 ft(c)b.10*18 ft18 ft5 at 18 ft = 90 ft(d)15R15 ft15 ft4 at 20 ft = 80 ft(e)Fig. 3-36

Answered: Image /qna-images/answer/94e3bb3a-cb60-410b-9667-c9420e0af8d4.jpg

Answered: , compute the bar forces in the…

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

Compression member AB is used to hold up the 355 x 560-mm rectangular plate. If the compressive force in the member is 250 N for the position shown, determine the magnitude of the projection of this force (as it acts at point A) along diagonal OC. 355 136% 395 400 160 Answer: Foc= i 108 C B Dimensions in millimeters 145 N
If P = 23.6 and M = 5.28, Determine the Axial Force at point B of the Beam shown. Min koft B A 2¹- 4' Round your answer to 2 decimal places. N 2₁ C Pink id
*2-92. Express each of the forces in Cartesian vector form and determine the magnitude and coordinate direction angles of the resultant force. 0.75 m FAS FAS = 250 N FAC = 400 N 3 m 40 2 m im- -1m- Ргob. 2-92
イ H.W.pdf -> A simplified model as shown in figure below of a planur robotie urm. You may ussue thut each segment has length 1.5 m, aad the applied force is 250 N. 0, = 35 and -0,- 20. Calculate dhe aoncnt that the force, F. cacits about dhe point A ...
The W10 x 15 cantilever beam is made of A-36 steel and is subjected to the loading shown in (Figure 1). Assume w= 4.0 kip/ft. Figure W 6 ft- -6 ft- Part A Determine the slope of the beam at end B, measured counterclockwise. Express your answer in radians to three significant figures. OB = Submit Part B UB= 17| ΑΣΦ 箔 Submit Request Answer Determine the displacement of the beam at end B. Express your answer in inches to three significant figures. Enter positive value if the deflection is upward and negative value if the deflection is downward. 17 ΑΣΦ VO ↓↑ vec Request Answer ? vec rad ? in.
GIVEN: Simply-supported beam. REQ'D: A) Find the reactions. Check! B) Draw the V diagram using elationships and indicate Vmay 750 lb 750 lb 150 lb/ft A D 4 ft 4 ft→4 ft – V C) Cut the beam between C and D, draw the left FBD, and set up the M equation (do not reduce) for that section
Assume that the clamp shown has been tightened on wooden planks being glued together until P= 360 N. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. P' The neutral axis is 50 mm a Determine the location of the neutral axis mm above D. A. B section a-a. 10 mm Section a-a ➜ 4 mm D | 41 20 mm mm
Use the force method to find the value of the redundant NBD. Bar areas are 5 in² - except diagonals are 2 in². (Ans: NBD = -33.3 k) 50 k A B No joint at intersection of diagonals O C 15 ft D₂ 20 ft
Find the Beam Design Moment Strength. 250 So - 19.5 30 -75- 20 100 100 50 50 46 -40 31.15.7 29.8 180 3 Seven wire strand A = 99mm² x 3 f'c = 55M²₂² ty = 400MPa 2 201 Steel d=18.5mm A=300mm² for each 500mm Ecu=0.003
Determine the forces in the members HG, HC, and BC 30 Kips A 30 Kips 4 50 kips B 40 kips 40kips F 40 kips -4*15= 60- E Tokips J
a). Determine the forces of all the members of the truss shown by the METHOD of JOINTS. Tabulate your answers. b). Determine the forces of the members GC, HG, HC and BC by the METHOD of SECTIONS. A 2k. 10 10⁰ 13k G с 3k D H 10¹ 10' E C 12
2. The center diagonal of the truss in the figure shown can support tension only. Compute the force of DG and BE. A 20 200 B BD 20% C www.w BE CE D DF F 1===54 25 of 61 20 DG 20 E 15 EG G TR1 R1 600 15 600 300 H R3 R2

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS