Homework Answers
Add Answer to:
Question 1. Statically Determinate Frames (15 Marks) For the fame below: (3 marks) a) Find reactions,...
For the two frames given below Compute the Support Reactions Draw the Free Body Diagrams for...
For the two frames given below Compute the Support Reactions Draw the Free Body Diagrams for all members, and joints with concentrated load or moment Draw the Bending Moment Diagram, Shear Force Diagram, and Axial Force Diagram using the sign conventions and labeling scheme taught in the class Draw the Qualitative Deflected Shape, clearly showing the Inflection Points, if any. 1. (50 points) 45 k Need FBD 3 k/ft 15 ft 2. (50 points) 15 kN/m F G 65 kN...
Simply supported beam is loaded as shown in figure. (a) Compute support reactions. (3) (b) Draw...
Simply supported beam is loaded as shown in figure. (a) Compute support reactions. (3) (b) Draw Shear Force Diagram (SFD) to the scale. (c) Locate the point where shear force is zero. Do not use properties of similar triangles. (3) (d) Compute bending moment at all important points including point where shear force is zero. (4) (e) Draw Bending Moment Diagram (BMD) to the scale. (4) (1) Show deflected shape of the beam. Indicate which part is sagging and which...
Problem 3.(4 points) For the determinate frame shown below calculate the reactions and draw the final...
Problem 3.(4 points) For the determinate frame shown below calculate the reactions and draw the final shear, moment, and deflected shape diagrams /y HiNGe
oblem 5 (9 marks) fo thind te reations at the supports 1- Find the reactions at...
oblem 5 (9 marks) fo thind te reations at the supports 1- Find the reactions at the supports 2- Draw the shear force and bending moment diagrams showing the values at critical sections 3- Locate the section with zero shear and calculate the maximum bending moment 4 kN/m x2-22 几。 22 kN 22 kN 0ヅ 2o ly
Question 1: Consider the beam below. Please use the table below to determine the appropriate valu...
Question 1: Consider the beam below. Please use the table below to determine the appropriate values for your question. The effects of self-weight are negligible compared to effects of the applied loading. Draw the bending moment diagram (BMD) and shear force diagram (SFD), clearly indicating the values of V & Mat A, B, C, & D Also show the location(s) and value(s) of maximum sagging and/or hogging moment. Include your working. L2 L3 Group 2A Li (mm) w (kN/m)P (kN)...
detailed explaination please. Problem 3 The statically determinate frame consists of a vertical beam A-G and...
detailed explaination please.
Problem 3 The statically determinate frame consists of a vertical beam A-G and an angled section. The two sections are connected by a hinge at G. The system is loaded by a force F and a uniformly distributed load ga The weight of the system is negligible Given: a 2m, F- 12kN, o Fia Question 3.1: Determine the reactions at the two supports Question 3.2: Calculate the values of the intemal forces and momets at the following...
9. A beam ABC is subjected to a combination of UDL, point loads and applied moments...
9. A beam ABC is subjected to a combination of UDL, point loads and applied moments as shown below. Draw to scale the shear force and bending moment diagrams. Label all local maximum and minimum values. Also sketch the deflected shape and indicate the location of any points of inflexion. (Ans: Moment at point D= 105kNm) 50 kNm 120 KN 20 kNm w = 10 kN/m BOTIT be 3 m 3 m 4 m Figure 5 Deflected shape Shear force...
Q1. The frame shown has two pin supports at points A and B. The horizontal reaction...
Q1. The frame shown has two pin supports at points A and B. The horizontal reaction at B is -1.83kN (1.83kN to the left). Calculate the remaining reactions for the frame and draw the bending moment diagram, calculating and marking all local maximum moments. Also sketch the deflected shape, noting any points of inflexion 2kN 5 m 1.5 m 0.75 kN/m 4m Deflected BMD Shape
15 marks Question 3 Consider the frame shown in Figure Q3 for which all elements have constant stiffness EL. Implement the flexibility method by removing the vertical support at A to create a static...
15 marks Question 3 Consider the frame shown in Figure Q3 for which all elements have constant stiffness EL. Implement the flexibility method by removing the vertical support at A to create a statically determinate system. The Volume Integral Table is found on page 8 of this examination paper Find the reactions at A and D considering that node C is equidistant to nodes D (a) and B [12 marks] (b) Draw the bending moment diagram for the frame. 13...
solve this structural design question using australian standards (a) The diagram shown below (Figure 3) represents a...
solve this structural design question using australian
standards
(a) The diagram shown below (Figure 3) represents a statically determinate beam ABCDE carrying a 1 kN point load which moves along the length of the beam. The support at A is fixed, B is an internal hinge and D is a roller support. Develop the following influence lines for this beam showing the values at all points A, B, C, D and E. All dimensions are in mm. Influence line for...
For the two frames given below Compute the Support Reactions Draw the Free Body Diagrams for all members, and joints with concentrated load or moment Draw the Bending Moment Diagram, Shear Force Diagram, and Axial Force Diagram using the sign conventions and labeling scheme taught in the class Draw the Qualitative Deflected Shape, clearly showing the Inflection Points, if any. 1. (50 points) 45 k Need FBD 3 k/ft 15 ft 2. (50 points) 15 kN/m F G 65 kN...
Simply supported beam is loaded as shown in figure. (a) Compute support reactions. (3) (b) Draw Shear Force Diagram (SFD) to the scale. (c) Locate the point where shear force is zero. Do not use properties of similar triangles. (3) (d) Compute bending moment at all important points including point where shear force is zero. (4) (e) Draw Bending Moment Diagram (BMD) to the scale. (4) (1) Show deflected shape of the beam. Indicate which part is sagging and which...
Problem 3.(4 points) For the determinate frame shown below calculate the reactions and draw the final shear, moment, and deflected shape diagrams /y HiNGe
oblem 5 (9 marks) fo thind te reations at the supports 1- Find the reactions at the supports 2- Draw the shear force and bending moment diagrams showing the values at critical sections 3- Locate the section with zero shear and calculate the maximum bending moment 4 kN/m x2-22 几。 22 kN 22 kN 0ヅ 2o ly
Question 1: Consider the beam below. Please use the table below to determine the appropriate values for your question. The effects of self-weight are negligible compared to effects of the applied loading. Draw the bending moment diagram (BMD) and shear force diagram (SFD), clearly indicating the values of V & Mat A, B, C, & D Also show the location(s) and value(s) of maximum sagging and/or hogging moment. Include your working. L2 L3 Group 2A Li (mm) w (kN/m)P (kN)...
detailed explaination please.
Problem 3 The statically determinate frame consists of a vertical beam A-G and an angled section. The two sections are connected by a hinge at G. The system is loaded by a force F and a uniformly distributed load ga The weight of the system is negligible Given: a 2m, F- 12kN, o Fia Question 3.1: Determine the reactions at the two supports Question 3.2: Calculate the values of the intemal forces and momets at the following...
9. A beam ABC is subjected to a combination of UDL, point loads and applied moments as shown below. Draw to scale the shear force and bending moment diagrams. Label all local maximum and minimum values. Also sketch the deflected shape and indicate the location of any points of inflexion. (Ans: Moment at point D= 105kNm) 50 kNm 120 KN 20 kNm w = 10 kN/m BOTIT be 3 m 3 m 4 m Figure 5 Deflected shape Shear force...
Q1. The frame shown has two pin supports at points A and B. The horizontal reaction at B is -1.83kN (1.83kN to the left). Calculate the remaining reactions for the frame and draw the bending moment diagram, calculating and marking all local maximum moments. Also sketch the deflected shape, noting any points of inflexion 2kN 5 m 1.5 m 0.75 kN/m 4m Deflected BMD Shape
15 marks Question 3 Consider the frame shown in Figure Q3 for which all elements have constant stiffness EL. Implement the flexibility method by removing the vertical support at A to create a statically determinate system. The Volume Integral Table is found on page 8 of this examination paper Find the reactions at A and D considering that node C is equidistant to nodes D (a) and B [12 marks] (b) Draw the bending moment diagram for the frame. 13...
solve this structural design question using australian
standards
(a) The diagram shown below (Figure 3) represents a statically determinate beam ABCDE carrying a 1 kN point load which moves along the length of the beam. The support at A is fixed, B is an internal hinge and D is a roller support. Develop the following influence lines for this beam showing the values at all points A, B, C, D and E. All dimensions are in mm. Influence line for...
Most questions answered within 3 hours.
-
Propose an efficient synthesis of 2-Bromo-5-nitrotoluene from
benzene. Hint: 3 steps. Consider directing effects of substituents....
asked 2 hours ago -
Name the following coordination compounds using systematic
nomenclature.
1. [Co(H2O)6]Cl2:
2. [Cr(NH3)6](NO3)3:
3. K4[Fe(CN)6]:
4. Na[Au(CN)4]:...
asked 32 minutes ago -
This assignment will explore the impact of corporate decisions
on a local versus a global perspective....
asked 1 hour ago -
Given the function below, F(w,x,y,z)= x’z+w’z’+w’y
a) draw a logic diagram for an implementation which uses...
asked 1 hour ago -
The sandwich maker of the EE-Cole-Eye Sandwich Truck was just
fired (for a reason described below)...
asked 57 minutes ago -
Most political philosophers believe we have a duty to obey laws,
even if the laws in...
asked 2 hours ago -
Which of the following are common negotiation outcome
mistakes?
a. Leave money on the table b....
asked 2 hours ago -
Convert the following quantities:
a) 0.819 atm to torr b) 512 mmHg to bar c) 11.2...
asked 2 hours ago -
C ++ Implement cat command
The purpose of this assignment is to provide practice using the...
asked 3 hours ago -
we
convert sugars into another form of stored potential energy. This
is called?
asked 3 hours ago -
The manufacturers of Oriental Spice Sauce are concerned that the
sodium levels in their product vary...
asked 4 hours ago -
PLEASE DON'T ANSWER IF YOU CAN'T ANSWER ALL OF THE QUESTIONS. I
DESPERATELY NEED HELP
Consider...
asked 4 hours ago