Answer number 9 only 9. Determine the resultant of the parallel force system acting on the bar AB shown in thefigure below. The forces and positions are given in the figure. (Answer: R = 40 b,downward at 3.25 ft from point B or 4.75 from pt A)20 IbLLI10b40 Ib10. Two unlike parallel forces of magnitude 400 N and 100 N are acting in such a way thattheir lines of action are 150 mm apart. Determine the magnitude of the resultant force andthe point at which it acts.100 NB150 mm

Answered: Image /qna-images/answer/27ca65f3-194e-4027-92fa-45054407f643.jpg

Answered: 9. Determine the resultant of 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

150 mm 60 mn 300 nm 000 m 50 mm 5 m B 25 kNm 5 m 10 KN A beam is created by nailing 3 planks together with 2 rows of nails as shown above. The beam exhibits a pin support at A and is suspended by a cable at B. A concentrated load of 10 kN is applied at the free end while a moment of 25 kNm is applied at location B. a) Determine the second moment of area (I) of the cross-section b) Draw the free body diagram, shear force diagram, and bending moment diagram of the beam c) For the maximum shear force on your SFD, determine the maximum and minimum shear stresses at the interface between the horizontal and vertical planks d) For the maximum shear force on your SFD, Determine the shear stress at the neutral axis
18. Replace the two forces shown by a force-couple system with the force acting at O. 360 mm 270 mm 50 N A 300 90 N
pt321656&cmid%3D18824 The resultant of the three forces shown in the figure is 721 N and acts on the direction u-axis. F2=587 N F3=446 N a=41° F2 F, 450 F3 1a) Calculate the angle O (in degrees). Vant 1b) Calculate the F (in Newtons). anme
Solve the problem with complete and neat solution. Draw the figure. 1. Compute the support reactions of the beam shown. Support at A is a roller and at B is a hinge. IN 1IN 100N /m 30N/m 52N/m 1m 3m 5m 7m
Situation 1: The 300-1b force is to be resolved into components along lines a-a' and b-b'. P 300 lb b 60⁰ a' 1. Determine the angle a knowing that the component along line a-a' is 240-lb. 2. What is the corresponding value of the component along b-b'?
bläi 4 The resultant of the force system shown is F2 = 500N F1 = 300N 30° 45° 600 F3 = 400N
4. A planar truss that is supported by a rolling pin support at point I and a fixed pin support at point A is shown in the accompanying figure. Two point loads are applied on the truss at points D and F, as indicated in the figure. Assume that all members of the truss are massless. n₂ 400m 40 FARN an AKN m 300 300 (a) Draw a free body diagram of the entire truss. (b) Using equilibrium conditions, calculate the reaction forces at points A and I. (c) Draw a free body diagram of point H; calculate the axial forces acting on member HH. (d) Determine the axial forces in members DF, DG, and EG.
ЗР L/6 1. From figure 1.1. Determine 10 the distance 'a' as a fraction of the beam's length 'L' for locating the roller support at C so that the internal moment at B is zero. * 2. A particle is subjected to vector forces A = (2lb)i + (-6lb)j + (10lb)k and B = (-6lb)i %3D + (-2lb)j + (2lb)k. What will be the resultant force? *
Solve the problem with complete and neat solution. Draw the figure. 1. Compute the support reactions of the beam shown. Support at A is a roller and at B is a hinge. IIN 100N /m 30N/m 52N/m 1m 2m 3m 5m 4m 7m B
Determine the resultant force at A. for the figure below Hint : 1- Find the position of all points A,B,C (x, y, z) 2- Find FAB and FAC 3- Find IrAnl and ITacl 4- Find FAB = F UAB and FAC = F UAC 5- Finally find R and a, ß,y %3D %3D 3m Fc= 500N FB= 500N 3m 5m 3m B 4m 2m 5m
Q1: It is required that the resultant force acting on the evebolt in the Figure to be directed along the positive x axis and that F2 have a minimum magnitude. Determine this magnitude, the angle 0, and the corresponding resultant force. F, - 800 N 60 F2
0.1m 0.3m 0:1m Question (C) A beam with the cross section shown in the figure is subjected to a shear force V 100 kN and a bending moment M-150 kN.m. a) Areamoment of inertia about the neutral axis mm r- b) The maximum bending stress= MPa [ c) The shear stress at the neutral axis = MPа 100 mm 100 mm 120 mm 120 mm 120mm M.

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

9. Determine the resultant of the parallel force system acting on the bar AB shown in the figure below. The forces and positions are given in the figure. (Answer: R= 40 b. downward at 3.25 t from point B or 4.75 from pt A) LL 20 lb 10 lb 40 Ib