Homework Answers
Add Answer to:
make your answer clear, thankss.
): Create the 2D frame below using Visual Analysis and determine...
Model View Result View Design View Member Graph Report View Status Educational 2.6299 K 4.2378 K...
Model View Result View Design View Member Graph Report View Status Educational 2.6299 K 4.2378 K 9,4685 K 5.6445 K EX 15.24 e EX 12.953K FX 11.808 MZ-95235 K-ft 98 K-ft MZ -1089 K-ft MZ 8 Front Find Tool Member Displacements, Detailed Member Forces, Detailed Member Stresses, Detailed Node Results Member Result Case Offset (ft) Dy (ft) Dz (ft) 0,0000 -0.0037 0,0000 COLO04L COLO04 L 0.0034 00000 1.3333 COLO04 L 2.6667 -0.0030 0.0000 COLO04 L 4,0000 -0.0025 0.0000 COLML 5...
(Approximate Method Gravity Frame) Problem 4. VERTICAL LOAD ON FRAME METHOD. Determine the approximate SUPPORT REACTIONS...
(Approximate Method Gravity Frame) Problem 4. VERTICAL LOAD ON FRAME METHOD. Determine the approximate SUPPORT REACTIONS at "B". All supports are fixed. (10 points) Mg = 1.5 kn Bx = BY = 12 ft 4 kft 2 lnt 15 ft 40 ft B 25 ft
Please make sure your handwriting is clear and readable. Thank you. :) 3. Determine the member...
Please make sure your handwriting is clear and readable. Thank
you. :)
3. Determine the member end moments and reactions for the shown frame by using the slope- deflection method 3 klf 20 k 20 ft 10 ft Fixed Fixed 25 ft 25 ft 25 ft
a) APPLICATION OF STATIC EQUATIONS OF STRUCTURAL ANALYSIS. CALCULATE THE REACTIONS IN THE FRAME SUPPORTS [A]...
a) APPLICATION OF STATIC EQUATIONS OF STRUCTURAL
ANALYSIS.
CALCULATE THE REACTIONS IN THE FRAME SUPPORTS [A] AND [D]
SHOWN IN THE FOLLOWING FIGURE.
b) APPLY ONLY THE SEGMENT METHOD. DETERMINE THE VALUES OF THE
SHORT FORCE [V] AND THE FLEXIBLE MOMENT [M] ALONG THE FRAME (NODES
A, B, C AND D) AND PRESENT THE GRAPHICS WITH THE CORRESPONDING
VALUES.
SEND SOLUTION PROCEDURE, VALUES IN GRAPHICS AND ANSWERS FRAMED
IN BOXES.
NODE A: SIMPLE SUPPORT AND NODE D: ARTICULATED SUPPORT.
4k...
tatically determinate or indeterminate frame analysis by the stiffness method (45 marks) a) Determine the stiffine...
tatically determinate or indeterminate frame analysis by the stiffness method (45 marks) a) Determine the stiffiness matrix of the frame of problems 16.5 and 16.6 (p. 619). Indicate the degrees-of freedom in all the stiffness matrices. b) D Q4. S (10 marks) etermine all the displacement components at node 2 and all the reactions including the reactions at node 2. Show all calculations. c) (18 marks) of the frame on the compression side showing all the salient values (5 marks)...
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...
Problem 1 [Required]: For the truss shown below (A and D are pinned supports) and EA...
Problem 1 [Required]: For the truss shown below (A and D are pinned supports) and EA is constant a) Determine the degree of indeterminacy for this truss b) Calculate the reaction forces at A and D c) Verify your solution using SAP2000. Provide a print out of. i The axial force diagram i) The deflected shape iii) 3-3 Moment diagram iii) Table of joint reactions (after running analysis Display-) Show Tables-) click joint output, element output and structure output >...
Analyze the nonsway frame by the Slope-Deflection Method. •Evaluate all the reactions •Consider Special-Case Spans and...
Analyze the nonsway frame by the Slope-Deflection Method.
•Evaluate all the reactions
•Consider Special-Case Spans and Statically Determinate (CE 304)
Spans where appropriate
Slope Deflection Method - Frames Problem 1. Given: 8 k 2 k/ft 15 ft E constant Support A is a pin Support C is fixed Support D is a roller 12 ft (A) HAND CALCULATIONS Analyze the nonsway frame by the Slope-Deflection Method. Evaluate all the reactions e Consider Special-Case Spans and Statically Determinate (CE 304) Spans...
Problem 1: A lateral load resisting system of a 4-story building consists a K-truss and is...
Problem 1: A lateral load resisting system of a 4-story building consists a K-truss and is shown in the figure below. Based on the ASCE 7-10, the wind load at each floor level was calculated and applied to the truss joints as shown in Figure below. 1. Determine if the truss system is determinate and Stable (support A is pin; and support B is roller) 2. Calculate the support reactions 3. Using any analysis method, calculate the forces in members...
Please write below code in C++ using Visual Studio. Write program that uses a class template...
Please write below code in C++ using Visual
Studio.
Write program that uses a class template to create a set of items. The program should: 1. add items to the set (there shouldn't be any duplicates) • Example: if your codes is adding three integers, 10, 5, 10, then your program will add only two values 10 and 5 • Hint: Use vectors and vector functions to store the set of items 2. Get the number of items in the...
Model View Result View Design View Member Graph Report View Status Educational 2.6299 K 4.2378 K 9,4685 K 5.6445 K EX 15.24 e EX 12.953K FX 11.808 MZ-95235 K-ft 98 K-ft MZ -1089 K-ft MZ 8 Front Find Tool Member Displacements, Detailed Member Forces, Detailed Member Stresses, Detailed Node Results Member Result Case Offset (ft) Dy (ft) Dz (ft) 0,0000 -0.0037 0,0000 COLO04L COLO04 L 0.0034 00000 1.3333 COLO04 L 2.6667 -0.0030 0.0000 COLO04 L 4,0000 -0.0025 0.0000 COLML 5...
(Approximate Method Gravity Frame) Problem 4. VERTICAL LOAD ON FRAME METHOD. Determine the approximate SUPPORT REACTIONS at "B". All supports are fixed. (10 points) Mg = 1.5 kn Bx = BY = 12 ft 4 kft 2 lnt 15 ft 40 ft B 25 ft
Please make sure your handwriting is clear and readable. Thank
you. :)
3. Determine the member end moments and reactions for the shown frame by using the slope- deflection method 3 klf 20 k 20 ft 10 ft Fixed Fixed 25 ft 25 ft 25 ft
a) APPLICATION OF STATIC EQUATIONS OF STRUCTURAL
ANALYSIS.
CALCULATE THE REACTIONS IN THE FRAME SUPPORTS [A] AND [D]
SHOWN IN THE FOLLOWING FIGURE.
b) APPLY ONLY THE SEGMENT METHOD. DETERMINE THE VALUES OF THE
SHORT FORCE [V] AND THE FLEXIBLE MOMENT [M] ALONG THE FRAME (NODES
A, B, C AND D) AND PRESENT THE GRAPHICS WITH THE CORRESPONDING
VALUES.
SEND SOLUTION PROCEDURE, VALUES IN GRAPHICS AND ANSWERS FRAMED
IN BOXES.
NODE A: SIMPLE SUPPORT AND NODE D: ARTICULATED SUPPORT.
4k...
tatically determinate or indeterminate frame analysis by the stiffness method (45 marks) a) Determine the stiffiness matrix of the frame of problems 16.5 and 16.6 (p. 619). Indicate the degrees-of freedom in all the stiffness matrices. b) D Q4. S (10 marks) etermine all the displacement components at node 2 and all the reactions including the reactions at node 2. Show all calculations. c) (18 marks) of the frame on the compression side showing all the salient values (5 marks)...
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...
Problem 1 [Required]: For the truss shown below (A and D are pinned supports) and EA is constant a) Determine the degree of indeterminacy for this truss b) Calculate the reaction forces at A and D c) Verify your solution using SAP2000. Provide a print out of. i The axial force diagram i) The deflected shape iii) 3-3 Moment diagram iii) Table of joint reactions (after running analysis Display-) Show Tables-) click joint output, element output and structure output >...
Analyze the nonsway frame by the Slope-Deflection Method.
•Evaluate all the reactions
•Consider Special-Case Spans and Statically Determinate (CE 304)
Spans where appropriate
Slope Deflection Method - Frames Problem 1. Given: 8 k 2 k/ft 15 ft E constant Support A is a pin Support C is fixed Support D is a roller 12 ft (A) HAND CALCULATIONS Analyze the nonsway frame by the Slope-Deflection Method. Evaluate all the reactions e Consider Special-Case Spans and Statically Determinate (CE 304) Spans...
Problem 1: A lateral load resisting system of a 4-story building consists a K-truss and is shown in the figure below. Based on the ASCE 7-10, the wind load at each floor level was calculated and applied to the truss joints as shown in Figure below. 1. Determine if the truss system is determinate and Stable (support A is pin; and support B is roller) 2. Calculate the support reactions 3. Using any analysis method, calculate the forces in members...
Please write below code in C++ using Visual
Studio.
Write program that uses a class template to create a set of items. The program should: 1. add items to the set (there shouldn't be any duplicates) • Example: if your codes is adding three integers, 10, 5, 10, then your program will add only two values 10 and 5 • Hint: Use vectors and vector functions to store the set of items 2. Get the number of items in the...
Most questions answered within 3 hours.
-
A solid, uniform disk of radius 0.250 m and mass 53.7 kg rolls
down a ramp...
asked 1 hour ago -
Given the following table of high speed internet access vs.
annual home income:
Home Income
%...
asked 1 hour ago -
A baseball batter hits a 0.145kg baseball straight up into the
air. The baseball leaves the...
asked 2 hours ago -
An FM modulator is tested using
single-tone baseband signal with frequency of 50kHz and a sprectrum...
asked 2 hours ago -
Write the ionic equations for the first stage of salts
hydrolysis.
Anion, Cation?
Na2S
NiSO4
K2SO4...
asked 3 hours ago -
suppose there is a normally distributed population with a mean of
250 and a standard deviation...
asked 4 hours ago -
Question Three
Suppose you as project manager are using the Waterfall
development methodology on a large...
asked 5 hours ago -
Which statement is not true about welfare in Canada?
A.Benefits typically vary based on one's ability...
asked 6 hours ago -
Please help me with FLOWCHART and UML diagram for class,
thank you!
#include <iostream>
#include <fstream>...
asked 6 hours ago -
3. Describe the “logic circuit” of the Lac operon. Which
proteins are bound or not to...
asked 7 hours ago -
Ayesha’s adjusted gross income is $60,000 in 2019. She donated a
piece of artwork with a...
asked 7 hours ago -
For Dijkstra’s shortest path algorithm:
a. Give the Big-O time for Dijkstra’s shortest path algorithm
and...
asked 7 hours ago