Z.P2y-150 mm150 mm-50 mmРз.393.39 Find the resultant of the two forces and the couple shown, given thatP = 20 N, P2 = 30 N, and C = 1000 N · mm.

Position vectors:CB→=150i-200j mmOP⇀=150i+50j mmVector of CoupleC⇀=CCB→CB→C⇀=C0.6i-0.8j N-mm

Answered: 3.39 Find the resultant of the two…

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

determine the vertical reaction at B in kN using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places
Determine the slope and deflection at point B of the steel beamshown in the figure. The reactions are already given. Let E = 29(10^3) ksi and I = 800in^4
(a) Compute the horizontal displacement of joint B produced by the 240-kN load in Figure P8.10. For all bars, area = 2400 mm2 and E = 200 GPa. (b) Assuming that no load acts, determine the horizontal displacement of joint B if support A moves 20 mm to the right and 30 mm down and support E moves downward 36 mm.
For the simply supported beam carrying the concentrated load P = 176 N at its midspan, determine the magnitude of the maximum displacement (in mm) if d = 2.34 m, E = 11.24 GPa , and I =1749035mm4.
A force F having a magnitude of F = 100 N actsalong the diagonal of the parallelepiped. Determine themoment of F about the point A, using MA = rB x F andMA = rC x F.
Using the method of Sec. 10.2C, solve Prob. 10.31.Reference to Problem 10.31:Solve Prob. 10.30 assuming that force P is moved to C and acts vertically downward.Reference to Problem 10.30:Two rods AC and CE are connected by a pin at C and by a spring AE . The constant of the spring is 1.5 lb/in., and the spring is unstretched when 0 = 30°. Knowing that I = 10 in. and neglecting the weight of the rods, determine the value of 0 corresponding to equilibrium when P = 40 lb.
For the figure shown, determine the EI (area) under AB about point B using area –moment method
Determine the internal forces at point J when = 90 °.
a) Under the applied loads support B settles 0.5 in. Determine all reactions. b) Compute the deﬂection of point C. Given: E = 30,000 kips/in.^2 and I = 240 in.^4
where did you get 22.36? and i think you forgot to include the 6kips horizotal force in B in solving
Determine the moment of this figure P1=35kN and P2=55kN
Compute the value of EIy at 2.5 m from the left support.

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

3.39 Find the resultant of the two forces and the couple shown, given that P = 20 N, P2 = 30 N, and C = 1000 N · mm.