The 30-mm-diameter A-36 steel rod is subjected to the loading shown. Determine the displacement of end A with respect to end C. 10. The 30-mm-diameter A-36 steel rod is subjected to the loadingshown. Determine the displacement of end A with respect to end C.30 kN400 mmB54530 kN-600 mm-F4-390 KN

Answered: Image /qna-images/answer/414def50-21f2-4d9d-8afb-d8426aa6d3eb.jpg

Answered: m- A-36 steel rod is subje shown.…

m- A-36 steel rod is subje shown. Determine the displacement of end A with 30 kN 30 A 400 mm B 4 5 13 30 kN -600 mm- F4-3 C

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

Use equilibrium formula.
Show complete solutions and FBD.
Prob 2 P-value = 211 KN Instructions: - Write on a bond paper - Non-Cursive - Not back to back - Please always box the final answer
ABCD is a rigid rod. Cross section area of AE=BF=400 mm2 Find the normal stresses of the bars ae and BF. Calculate the displacement of point D E=200Gpa
Determine the magnitude of the pin force at A. Assume W = 845 Ib, a = 3.0 ft, b = 2.0 ft, r = 9 in. a a C В A W D Answer: A = i Ib
2-29 The nonuniform loading causes a normal strain in the shaft that can be expressed as e, = kr², where k is a con- stant. Determine the displacement of the end B. Also, what is the average normal strain in the rod? A *4 L B
In this part, you should base your calculations upon a material of your choice. You have to assume areasonable factor of safety.B.1 Determine the maximum force P that can be supported at joint D .B.2 calculate the cross-sectional area of each member to safely carry the axial load.
It is made of solid circular cross-section bars, whose geometry and loading condition are given in Figure 2. The system formed is made of steel material and the torsional moments is under the influence. The diameter of the AB part of the rod is 100 mm; The diameter of the BC part is 60 mm. the shear modulus of steel is G = 80000 MPa. a)Draw the torsional moment diagram of the rod. b)Calculate the maximum shear stress that will develop in the system. c)Calculate the relative rotation value of point C with respect to point A b. M2 (kN.m) M1 (kN.m) B. A 100 mm 60 mm C а-а b-b L3 (mm) L4 (mm) kesiti kesiti Şekil 2 M1 (kN.m) M2 (kN.m) L3 (mm) L4 (mm) 60 50 600 700
The steel used for the step shaft has an allowable shear stress of Tallow = 8 MPa. If the radius at the transition between the cross sections is r = 2.25 mm, determine the maximum torque T that can be applied. 30 mm FIN 15 mm T 30 mm T 2
k=17 p=117kN Strength of material question. without taking into account wire thickness.
The stepped steel shaft carries the torque T. Determine the maximum allowable magnitude of T if the working shear stress is 22 MPa and the rotation of the free end is limited to 5.2°. Use G = 83 GPa for steel. Provide FBD T 80 mm 60 mm 4 m 3 m
600 -400- 600 800 G| P2 P3 E F Tha at y pnywty i A - 100 mm E - 200 GPa A- 150 mm E- 200 GPa A130 mm E- 70 GPa 700 A- 50 mm E- 83 GPa P1 d. 30° o B 500 All dimensions are in millimeters.