Question 4A bar of uniform cross section 40 mm x 65 mm is subject to an axial tensile force of 45 kN applied at each end of the bar. Determine the normal and shearing stresses acting on a plane inclined at 11° to the line of action of the axial loads.Attach File

Given data- Rectangular bar Axial tensile force σx=45 KNσy=0 KNangle of plane θ=11o

Answered: uestion A bar of uniform cross section…

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

T'he pin is made of a material having a failure shear stress of Tail = 100 MPa. Determine the minimum required diameter of the pin to the nearest mm. Apply a factor of safety of F.S. = 2.5 against shear failure. %3D 80 kN
Construct the Mohr's circle for a point in the machine member subjected to pure shear of 50 MPa. Determine the maximum and the minimum stresses induced and orientation of their planes.
(2) 4 0 5 211 5 4 #9 4 "1 16 #3" ft-k fé = 3 ksi, M = 90 NWC. The section is cracked. Computer the bending stresses in the beam by using transformed-area metho
The strain at point A on the bracket has components €g = 330 (10-6), e, = 560 (10-6), Yxy = -570 (10-6), e; = 0. Correct Part B Determine the maximum shear strain in the x - y plane. = 6.15x10-4 'in-plane Submit Previous Answers Correct Part C Determine the absolute maximum shear strain. (Figure 1) Figure < 1 of 1 vec -4 Yaa = 7.99 • 10 max Submit Previous Answers Request Answer X Incorrect; Try Again
Three plates are welded together to form the section shown. Dimensions of the cross section are b= 4.7 in., d = 14.1 in., a = 2.8 in., and t= 0.5 in. For a vertical shear force of V = 42 kips, determine the shear flow through the welded surface at B. B a b Answer: kip/in.
Question 3 of 5 -/ 20 E View Policies Current Attempt in Progress A steel [E = 200 GPa] bar (1) supports beam AB. The cross-sectional area of the bar is 580 mm2. If the stress in the bar must not exceed 330 MPa and the maximum deformation in the bar must not exceed 13 mm, determine the maximum load P that may be supported by this structure. Use dimensions of a = 4 m, b 2.4 m, and c = 5.2 m. %3! C (1) a Answer: kN P = Attempts: 0 of 1 used Sub Save for Later B.
2. Member AB shown in the figure supports a 5 N/mm uniformly distributed load and 4kN concentrated load as shown in the figure. Determine the position x of these loads so that the average tensile stress in the tie rod AC is equal to 90% of the compressive stress at the smooth support B. The rod has a diameter of 19 mm and the contact area at is 700mm². (Hint: quadratic formula) B A X 5 N/mm 4 kN 300mm B
Find the maximum tensile and compressive normal stresses in the beam below. Mark their locations along the height of the cross section and along the length of the beam. (Note: The centroid is located 4.423in from the top of the cross section and I= 42.0 in*.) W= 1k/ft 6k 10' 5' 4423" 8.75 M (k-t) -12.5 Cross section
SITUATION. Determine the value of 0 if the shearing stress on the glued joint is thrice that of the normal stress.
A steel latch is 6 mm thick. A force F of 3000 N is uniformly distributed as shown below. Do not consider the stress concentration! a) Determine the principal stresses at Scction B-B?. b) Determine the principal stresses at point A? 3 kN Y R30 L, A 125 09
Determine the maximum distance d to the edge of the plate at which the force P can be applied so that it produces no compressive stresses on the plate at section a-a. The plate has a thickness of 20 mm and P acts along the centerline of this thickness. 200 mm a
2.4 kips The two portions of member AB are glued together along a plane forming an angle 0 with the horizontal. Knowing that the ultimate stress for the glued joint is 2.5 ksi in tension and 1.3 ksi in shear, determine (a) the value of 0 for which the factor of safety of the member is maximum, (b) the corresponding value of the factor of safety. (Hint: Equate the expressions obtained for the factors of safety with respect to the normal and shearing stresses.) B 1.25 in. 2.0 in.

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

uestion A bar of uniform cross section 40 mm x 65 mm is subject to an axial tensile force of 45 applied at each end of the bar. Determine the normal and shearing stresses acting on a plane inclined at 11' to the line of action of the axial loads. Attach File