The quadrilateral plate (negligible weight) shown below is loaded with a block of weight, W = 68 kN, and a force, F = 51 kN) inclined at an angle alpha = 30 degrees from the vertical, such that it is in equilibrium. With a = 1 m, A 2a A B W - 3a le 2a - За Calculate the abscissa of the loading point A at the edge of the plate. Select the correct response: 0.929 m 0.413 m 0.619 m 0.620 m

The quadrilateral plate (negligible weight) shown below is loaded with a block of weight, W = 68 kN, and a force, F = 51 kN) inclined at an angle alpha = 30 degrees from the vertical, such that it is in equilibrium. With a = 1 m, A 2a A B W - 3a le 2a - За Calculate the abscissa of the loading point A at the edge of the plate. Select the correct response: 0.929 m 0.413 m 0.619 m 0.620 m

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

2- A steel food is stretches between two rigid walls and carries a tensile load f 6000 N at doc. If the allowable stress is not to exceed 130 MPa at -24°C, what is the minimum diameter of the rod ? Assume + = 11.7 (106) M/C and E= 200 GPa. ST + 7 P=6000 8 Figure: P&CON L
In figure shown below B 960 Imm 640 N 3 280 mm 960 N a. Determine the tension in segment AC b. Determine the tensibn in segment BC
Complete solutions and diagrams please. Need asap
Present detailed drawings/FBD’s illustrating your solution.
Solution plz
PLEASE ANSWER ASAP TY! a) Determine the cross-sectional area of the structural tube (in mm2) b) Determine moment of inertia of the cross-section about the neutral axis (in mm4) c) What is the maximum normal stress at point K (in MPa)? Include negative sign if compressive. d) What is the axial stress at section H-K (in MPa)? Include negative sign if compressive. e) What is the flexural stress at section H-K (in MPa)? f) What is the maximum normal stress at point H (in MPa)? Include negative sign if compressive.
ANSWER ASAP . DON'T REJECT PLEASE
Please answer
The shaft illustrated in the figure below subject to the steady load F. The shaft is machined from AISI 1040 steel, oil-quenched and tempered at 1000°F. Assume that F could be of any value. 1- Estimate the factor of safety based on Maximum Shear Stress Theory. 2- If the shaft rotates at high speed and the loading is sufficiently great to produce a fatigue failure after 105 cycles), where would the failure most likely occur? (Show all necessary computations and reasoning, but do not do unnecessary computations.) a=2.5 3 in. b=1.6 2 in. c=1 1 in. dia. 1늘 in. dia. d=0.8 16 8. 8. R1 R2
Consider the compound system consisting of three sections with cross-sectional areas 3A, 2A, and A and loaded as shown. Which of the following gives the maximum average normal stress in the system shown? 6P 4P A5.5 P/A B.4.5 P/A 3A 2A A 3P C.4 P/A D.3 P/A 4P 6P Which of the following is the highest value of stress within the strain hardening region of a typical elasto-plastic material subjected to tensile test? A. Elastic Limit B.Yield Stress C.Ultimate Stress D.Proportional Limit What is the lateral strain of a uniaxially loaded member if its longitudinal strain is 0.02 and its Poisson's ratio is equal to 0.3? A.+0.006 B.-0.006 C.+0.667 D.-0.667 Which of the following is the highest value of stress within the elastic region of a typical elasto-plastic material subjected to tensile test? A.Yield Stress B.Elastic Limit C.Ultimate Stress D.Proportional Limit
E al = 70Gpa E cu = 75 Gpa fınd the max stress in both of tow materials in the picture alümünyum = Al Bakır = cu
A steel rod is stretched between two walls. At 20°C, the tensile force in the rod is 3000 N. If the stress is not to exceed 150 MPa at -20°C, find the resulting stress in MPa due to change in temperature. Use a= 11.7 x 10-6/°C and E=200 GPa. Answer: