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![ot Giren date : :42 B C 17 097) Zam • Q 500 KN Q2 = 500 KN 3 x 500 2 * * 29 1500 +0.5724 + 0.17677 25.1327 [54.6832% 0.749] 5](http://img.homeworklib.com/questions/b1114ec0-ab4e-11ea-a9be-8fc08e9117ef.png?x-oss-process=image/resize,w_560)
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W 97 1) Using Boussinesq's equation determine the vertical stress increment at...
using Mohris Circle Determine a) & Principle stresses at point A b) - Represent the state...
using Mohris Circle Determine a) & Principle stresses at point A b) - Represent the state of stress at point A on an element oriented 30°Clockwise Im 79 KN 2m 200 mm 75 mm loomm X. Section
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine t...
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine the bending moment and shear force at section C due to the loading as shown in the figure. 2. 3. There is a distributed live load (w#2.5kN/m) which can vary the location along the beam. Determine the location of the live loads which create the...
appropriate formulae given in Appendix 1, determine a formula to evaluate the se of vertical stress...
appropriate formulae given in Appendix 1, determine a formula to evaluate the se of vertical stress at the point P due to the loading shown in Figure Q1.1. α2 Figure Q1.1 Loading distribution [10 marks
static Question 1. The walkway exerts vertical 42 kN loads on the Warren truss at B,...
static
Question 1. The walkway exerts vertical 42 kN loads on the Warren truss at B, D, F, and H. Use the method of sections to determine the axial force in member FH. The section must cut 3 members. Find the reaction force at both ends. IM Examine an appropriate section to cut, draw the FBD. 2M Produce equation of equilibrium SM, SFx and SFy. IM Solve the axial force in member FH. IM [5 Marks] B D F Н...
Question 1: A point within an embankment slope has vertical normal stress (o) of 100 kPa,...
Question 1: A point within an embankment slope has vertical normal stress (o) of 100 kPa, a horizontal normal stress (ox) of 60 kPa, and a horizontal shear stress (Txy) of 20 kPa. (a) Determine the major and minor principle stresses (b) Determine the orientation of the major principle stress (in degrees from vertical, clockwise or counterclockwise) Question 2: A point within an embankment slope of sand has a total vertical normal stress (σ) of 100 kPa, a total horizontal...
above provided question with answer... So using that solve below question so solve this question....I'm provided...
above provided question with
answer...
So using that solve below question
so solve this question....I'm
provided sample question with answer too
Same process values are changed...
I will give positive rating
(b) Calculate the maximum in-plane shear stress Imax on the outer surface of the pipe at point kif there is an internal pressure of 3600 kPa inside the pipe. (Note: Enter the absolute value here.) Tax for point- MPa For this analysis, use the following values: Distances, Loads, and...
2. (35pts) For a 3D combined loading, please determine the 3D stress state at point A...
2. (35pts) For a 3D combined loading, please determine the 3D stress state at point A and B in the circular cross-section of a-a. The radius of the cross-section is R. The end of the structure is clamped. We are interested in the stress state on the cross-section that is cut by a-a plane. Please go through the following steps: 2.1) (5pts) List the contributions (axial force, bending moment, or twisting torque) from F2. Clearly indicate what kind of contribution...
INSTRUCTOR: hin Question 1 A wall is placed inside a container as shown in the Figure below. Ther...
INSTRUCTOR: hin Question 1 A wall is placed inside a container as shown in the Figure below. There is water above the wall and air at atmospheric pressure below. The wall is subdivided into 3 segments: 2 straight segments of length L -2m each, and one semi-circular segment with a radius of r Im. The total length of the dashed line A-B is thus 6m. a. b. c. What is the magnitude of the resultant force due to pressure acting...
Im mostly interested in question C but you might need the other questions to get the answers 4. Consider the portal...
Im mostly interested in question C but you might need the
other questions to get the answers
4. Consider the portal frame illustrated in Figure 04. The frame is subjected to two point loads as shown. The two vertical members have a plastic moment capacity 2.M, while the horizontal member has a plastic moment capacity M,. Use the Virtual Work Method to answer the following questions: (a) Identify all collapse mechanisms and calculate their corresponding load combinations. 10 marks) (b)...
Question 4 O out of 12.5 points X Determine the maximum shear stress in MPa) at...
Question 4 O out of 12.5 points X Determine the maximum shear stress in MPa) at point B on the cross-section of the beam (w = 78.1 mm) if it is subjected to an internal shear force of 539 KN. Note: Your answer should include requested units and be to 2 decimal places. w w w ? B w Selected Answer: ® [None Given] Correct Answer: 36.57 + 2% (MPa) Question 5 O out of 12.5 points X The bar...
using Mohris Circle Determine a) & Principle stresses at point A b) - Represent the state of stress at point A on an element oriented 30°Clockwise Im 79 KN 2m 200 mm 75 mm loomm X. Section
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine the bending moment and shear force at section C due to the loading as shown in the figure. 2. 3. There is a distributed live load (w#2.5kN/m) which can vary the location along the beam. Determine the location of the live loads which create the...
appropriate formulae given in Appendix 1, determine a formula to evaluate the se of vertical stress at the point P due to the loading shown in Figure Q1.1. α2 Figure Q1.1 Loading distribution [10 marks
static
Question 1. The walkway exerts vertical 42 kN loads on the Warren truss at B, D, F, and H. Use the method of sections to determine the axial force in member FH. The section must cut 3 members. Find the reaction force at both ends. IM Examine an appropriate section to cut, draw the FBD. 2M Produce equation of equilibrium SM, SFx and SFy. IM Solve the axial force in member FH. IM [5 Marks] B D F Н...
Question 1: A point within an embankment slope has vertical normal stress (o) of 100 kPa, a horizontal normal stress (ox) of 60 kPa, and a horizontal shear stress (Txy) of 20 kPa. (a) Determine the major and minor principle stresses (b) Determine the orientation of the major principle stress (in degrees from vertical, clockwise or counterclockwise) Question 2: A point within an embankment slope of sand has a total vertical normal stress (σ) of 100 kPa, a total horizontal...
above provided question with
answer...
So using that solve below question
so solve this question....I'm
provided sample question with answer too
Same process values are changed...
I will give positive rating
(b) Calculate the maximum in-plane shear stress Imax on the outer surface of the pipe at point kif there is an internal pressure of 3600 kPa inside the pipe. (Note: Enter the absolute value here.) Tax for point- MPa For this analysis, use the following values: Distances, Loads, and...
2. (35pts) For a 3D combined loading, please determine the 3D stress state at point A and B in the circular cross-section of a-a. The radius of the cross-section is R. The end of the structure is clamped. We are interested in the stress state on the cross-section that is cut by a-a plane. Please go through the following steps: 2.1) (5pts) List the contributions (axial force, bending moment, or twisting torque) from F2. Clearly indicate what kind of contribution...
INSTRUCTOR: hin Question 1 A wall is placed inside a container as shown in the Figure below. There is water above the wall and air at atmospheric pressure below. The wall is subdivided into 3 segments: 2 straight segments of length L -2m each, and one semi-circular segment with a radius of r Im. The total length of the dashed line A-B is thus 6m. a. b. c. What is the magnitude of the resultant force due to pressure acting...
Im mostly interested in question C but you might need the
other questions to get the answers
4. Consider the portal frame illustrated in Figure 04. The frame is subjected to two point loads as shown. The two vertical members have a plastic moment capacity 2.M, while the horizontal member has a plastic moment capacity M,. Use the Virtual Work Method to answer the following questions: (a) Identify all collapse mechanisms and calculate their corresponding load combinations. 10 marks) (b)...
Question 4 O out of 12.5 points X Determine the maximum shear stress in MPa) at point B on the cross-section of the beam (w = 78.1 mm) if it is subjected to an internal shear force of 539 KN. Note: Your answer should include requested units and be to 2 decimal places. w w w ? B w Selected Answer: ® [None Given] Correct Answer: 36.57 + 2% (MPa) Question 5 O out of 12.5 points X The bar...
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