Homework Answers
Add Answer to:
please use gravity method
Problem 1 Determine the APPROXIMATE reactions negligible. (30 points) at A. Assume...
(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
Problem: for the frame below, assume that E-30,000 ksi for all beams and columns. Also assume tha...
Problem: for the frame below, assume that E-30,000 ksi for all beams and columns. Also assume that beams have the size of W24x84 for the two stories, W21x50 for the third story, and W14x211 for all the columns 15 ft 8 k 30 ft 20 ft+--20 ft--t-30 ft Part a: use the portal method to solve the reaction forces and the moment diagram of the frame. (15%) Part b: the horizontal displacement of points T, O and J; (20%)
Problem:...
Problem 1 – Calculate the reactions at A and E. Calculate the shear, axial, and moment...
Problem 1 – Calculate the reactions at A and E. Calculate the
shear, axial, and moment at point B.
Details, please!
w = 1.5 kips/ft 30 kips VD h = 15' 11.25' 1.257 I 10°— 10— 10— 10—
Question 3 (30 points) Find reactions by using force method and deflection at F (horizontal). 20 ...
Question 3 (30 points) Find reactions by using force method and deflection at F (horizontal). 20 k 10 k 15 ft 20 k 3 panels at 15 ft 45 ft EA constant E 29,000 ksi A 6 in.2
Question 3 (30 points) Find reactions by using force method and deflection at F (horizontal). 20 k 10 k 15 ft 20 k 3 panels at 15 ft 45 ft EA constant E 29,000 ksi A 6 in.2
Please find all reactions with Moment Distribution Method & draw shear/moment diagrams. Please show all work. Thank you in advance! Problem #2: For the indeterminate beam shown below: a) Determin...
Please find all reactions with Moment Distribution Method &
draw shear/moment diagrams. Please show all work. Thank you in
advance!
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
work from #1 Problem 3 (26 points). Use the Direct Displacement Method to compute all support...
work from #1
Problem 3 (26 points). Use the Direct Displacement Method to compute all support reactions for the structure in Figure 2. Note that this structure is identical to that in Figure 1 except that A is a pinned support rather than a roller. You may make use of any computations from Problem 1 that are useful without redoing them! El is constant. 6 ft 6 ft 6ft 20 kips 14kips 8 kips B Figure 2 2 kips/ft 12ft....
Please use the Moment Distribution Method to solve this problem Determine the moments at the supports,...
Please use the Moment Distribution Method to solve this
problem
Determine the moments at the supports, then draw the moment diagram. Assume A and D are fixed. EI is constant. 4 k/ft -10 ft-t 18 ft--+--15 ft-- Prob. 12-7
Problem 4. Determine the reactions and draw the shear and bending moment diagrams for the beams...
Problem 4. Determine the reactions and draw the shear and bending moment diagrams for the beams shown below using the slope-deflection method. 20 k 3 k/ft 1.5 k/ft E 29,000 ksi 1 1,650 in.4
Part B: Numerical Problems (15 points each) 1. For the truss loaded as shown, (a) use the Method of Joints to determine the force in member CF, and then (b) use the Method of Sections to determine...
Part B: Numerical Problems (15 points each) 1. For the truss loaded as shown, (a) use the Method of Joints to determine the force in member CF, and then (b) use the Method of Sections to determine the force in member BC. Show all necessary FBDs and equations of equilibrium. Hint: You must avoid calculating the reactions since the reactions are statically indeterminate. 5 kips
Part B: Numerical Problems (15 points each) 1. For the truss loaded as shown, (a)...
Use Moment Distribution to determine all final member-end-moments for the frames given below. With these moments...
Use Moment Distribution to determine all final member-end-moments for the frames given below. With these moments and statics, find member-end-shears and axial forces, as well as all reactions. Draw shear moment and axial force diagrams. Note that the first frame does not sway but the 2nd frame can 85 kips 50 kips 30 kips 35 ft Pin ID E 90 ft o (Ctrl
(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
Problem: for the frame below, assume that E-30,000 ksi for all beams and columns. Also assume that beams have the size of W24x84 for the two stories, W21x50 for the third story, and W14x211 for all the columns 15 ft 8 k 30 ft 20 ft+--20 ft--t-30 ft Part a: use the portal method to solve the reaction forces and the moment diagram of the frame. (15%) Part b: the horizontal displacement of points T, O and J; (20%)
Problem:...
Problem 1 – Calculate the reactions at A and E. Calculate the
shear, axial, and moment at point B.
Details, please!
w = 1.5 kips/ft 30 kips VD h = 15' 11.25' 1.257 I 10°— 10— 10— 10—
Question 3 (30 points) Find reactions by using force method and deflection at F (horizontal). 20 k 10 k 15 ft 20 k 3 panels at 15 ft 45 ft EA constant E 29,000 ksi A 6 in.2
Question 3 (30 points) Find reactions by using force method and deflection at F (horizontal). 20 k 10 k 15 ft 20 k 3 panels at 15 ft 45 ft EA constant E 29,000 ksi A 6 in.2
Please find all reactions with Moment Distribution Method &
draw shear/moment diagrams. Please show all work. Thank you in
advance!
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
work from #1
Problem 3 (26 points). Use the Direct Displacement Method to compute all support reactions for the structure in Figure 2. Note that this structure is identical to that in Figure 1 except that A is a pinned support rather than a roller. You may make use of any computations from Problem 1 that are useful without redoing them! El is constant. 6 ft 6 ft 6ft 20 kips 14kips 8 kips B Figure 2 2 kips/ft 12ft....
Please use the Moment Distribution Method to solve this
problem
Determine the moments at the supports, then draw the moment diagram. Assume A and D are fixed. EI is constant. 4 k/ft -10 ft-t 18 ft--+--15 ft-- Prob. 12-7
Problem 4. Determine the reactions and draw the shear and bending moment diagrams for the beams shown below using the slope-deflection method. 20 k 3 k/ft 1.5 k/ft E 29,000 ksi 1 1,650 in.4
Part B: Numerical Problems (15 points each) 1. For the truss loaded as shown, (a) use the Method of Joints to determine the force in member CF, and then (b) use the Method of Sections to determine the force in member BC. Show all necessary FBDs and equations of equilibrium. Hint: You must avoid calculating the reactions since the reactions are statically indeterminate. 5 kips
Part B: Numerical Problems (15 points each) 1. For the truss loaded as shown, (a)...
Use Moment Distribution to determine all final member-end-moments for the frames given below. With these moments and statics, find member-end-shears and axial forces, as well as all reactions. Draw shear moment and axial force diagrams. Note that the first frame does not sway but the 2nd frame can 85 kips 50 kips 30 kips 35 ft Pin ID E 90 ft o (Ctrl
Most questions answered within 3 hours.
-
1. An experiment was run where varying amounts of HClO and KClO
solutions were mixed and...
asked 7 minutes ago -
This is symbolized by a circle over a single line in an entity
relationship diagram. It...
asked 10 minutes ago -
National well-being can be measured using the Per-capita GDP
(per-capita) and the Human Development Index (HDI)....
asked 11 minutes ago -
A failure of an engine control unit causes it to fail an average
of 0.1 times...
asked 24 minutes ago -
A siren on an emergency car moving with velocity 90 km/hour
produces the sound with frequency...
asked 24 minutes ago -
Consider the schema below that models a bank’s branches,
customers and their accounts and loans. Provide...
asked 31 minutes ago -
What kinds of policies should be considered when individuals
decisions may likely impact public expense? For...
asked 40 minutes ago -
The financial statements of Apple Inc. show the following
numbers for fiscal year 2017 ($000,000):
Revenue...
asked 45 minutes ago -
Suppose that you are given the following results. Find the
correlation coefficient of the data.
sx...
asked 54 minutes ago -
The width of a tool used for semiconductor manufacturing
is assumed to be normally distributed with...
asked 56 minutes ago -
A
runaway train car that has a mass of 1,400 kg travels at a speed of...
asked 1 hour ago -
The expected abnormal earnings of a firm that has earnings of
$40,000 with a required equity...
asked 59 minutes ago