As shown in the figure, aluminum, E= 70GPa links (1) and (2) support rigid beam ABC.Link (1) has a cross-sectional area of 320mm² and link (2) has a cross-sectional area of480mm². For an applied load of P= 58kN, determine the rigid beam deflection at point B.(2)4,000 mm(1)2,500 mmB1,400 mm800 mm

Answered: Image /qna-images/answer/5aa3b5bc-00ff-44f9-8354-6b545a0e2a47.jpg

As shown in the figure, aluminum, E= 70GPa links (1) and (2) support rigid beam ABC. Link (1) has a cross-sectional area of 320mm2 and link (2) has a cross-sectional area of 480mm². For an applied load of P= 58kN, determine the rigid beam deflection at point B. (2) 4,000 mm (1) 2,500 mm B 1,400 mm 800 mm

As shown in the figure, aluminum, E= 70GPa links (1) and (2) support rigid beam ABC. Link (1) has a cross-sectional area of 320mm2 and link (2) has a cross-sectional area of 480mm². For an applied load of P= 58kN, determine the rigid beam deflection at point B. (2) 4,000 mm (1) 2,500 mm B 1,400 mm 800 mm

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

Using Castigliano's Second Theorem. For the truss shown in the figure, Members AB, BC, CD, & AD have a cross-sectional area of 3 in2. Member BD have has a cross-sectional area of 4 in2. Modulus Elasticity for all members is 29 million pounds per square inch. If the value of P1 is 40 kips and P2 is 20 kips, determine the vertical deflection at B (in) and horizontal deflection at D (in). Put a negative sign if the reaction is downward or left direction.
Please answer both subparts. Thanks
KAssignment 5 Problem 14.2 5 of 5 Consider the truss shown in (Figure 1). Take A = 0.0015 m² and E = 200 GPa for each member, and F = 17 kN Part A Determine the vertical deflection at joint (2 Express your answer to three significant figures and include the appropriate units. Enter negative value in the case when the deflection is downward and positive value in the case when the deflection is upward. ? Ay2 = 0.00077 Figure 1 of 1 Submit Previous Answers Request Answer F 4 m 4 m X Incorrect; Try Again; 11 attempts remaining 18 Part B 3 m 4 Determine the force in member 4 of the truss. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case
A steel cantilever beam 6 m in length is subjected to a concentrated load of 120 N acting at the free end of the bar. The cross section of the beam is shown below. deep. Determine the magnitude and location of the maximum tensile and compressive bending stresses in the beam. As usual, neglect the weight of the beam. 4mm 120 N 1mm 1mm 6mm 6m 1mm 4mm
Situation 6: The rigid bar of negligible weight is supported as shown in the figure. If W = 120 kN, There is a temperature change occur in the assembly and cause a tensile stress of 55 MPa in the steel rod. Use the following data: Bronze steel 1 m - 2 m O 4 m W 2 m 3 m 16. Compute the axial stress at bronze rod 17. Compute for the change of temperature 18. Compute for the vertical deflection at the W Steel Rod Bronze Rod A (mm²) 320 1500 a (/°C) 11.7 x 10-6 18.9 x 10-6 E (GPa) 200 83
None
The frame supports the distributed load shown. Determine the state of stress acting at point E. Show the results on a differential element at this point. The section is composed of two materials where E₁ = 200 GPa, and E₂ = 150 GPa AC xxxx E. 4 kN/m -1.5 m 1.5 m--- -3 m 3 m BA 20 mm 60 mm 20 mm 5 m E 50 mm E₁ = 200 GPa E₂ = 150 GPa
The rigid beam shown has a cross sectional area of DB = 800 mm and defleetion at C- 20 mm due to the load P. Determine the normal strain in DB? 1250 Ridlen 100
If the unit mass of steel is 7850 kg/m3 and E = 200 x 103 MN/m?, find the total elongation of the rod given a steel rod having a cross-sectional area of 200 mm? and a length of 120 m is suspended vertically from one end. It supports a tensile load of 18 kN at the lower end. a. 52.45 mm b. 56.77 mm Oc. 53.44 mm O d. 59.68 mm
Experts Pleae help ASAP
Members AB, BC, and CD are rigidly attached at their ends. All members are made of steel (E=200GPa). Determine the required load P such that the total deflection is equal to 0.5mm shortening.
Q2: The simply supported beam shown as Figure 5. below is subjected to Loading as shown on the Figure. Using integration method. Find the maximum Lenght (L) so that the max. deflection is not greater than 30mm for the Beam.. The flexural rigidity (El) of Beam section El = 50*10% KN.m? “4m e | Sm