: Solve the given beam 2 k/ft -15 ft- +6t- El = constant E= 29,000 ksi I- 3,500 in.4 Determine the location of maximum deflection by Integration Method b. Determine the maximum deflection Integration Method. Determine the deflection at midspan between A and B by Superposition Method. d. Determine the slope at point A by Moment-Area Method. e Determine the deflection at point C by Moment-Area Method. Determine the deviation of A relative to tangent drawn at B by Moment- Diagram by Parts. g. Determine the deviation of B relative to tangent drawn at A by Moment- Diagram by Parts. h. Determine the deflection at C by Conjugate Beam Method Determine the slope at B by Conjugate Beam Method. f.

: Solve the given beam 2 k/ft -15 ft- +6t- El = constant E= 29,000 ksi I- 3,500 in.4 Determine the location of maximum deflection by Integration Method b. Determine the maximum deflection Integration Method. Determine the deflection at midspan between A and B by Superposition Method. d. Determine the slope at point A by Moment-Area Method. e Determine the deflection at point C by Moment-Area Method. Determine the deviation of A relative to tangent drawn at B by Moment- Diagram by Parts. g. Determine the deviation of B relative to tangent drawn at A by Moment- Diagram by Parts. h. Determine the deflection at C by Conjugate Beam Method Determine the slope at B by Conjugate Beam Method. f.

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

Apply the virtual work method to determine the slope and deflection at the midspan. El is constant. E = 200 GPa, I = 3500 cm 4. P= 30KN w=5kN/m A A -2m 4m W B
6. Compute the slope and deflection at 4 m from the left support on the non-prismatic beam loaded and supported as shown below. E= 200 GPa, 1= 125 x 10 mm G. Use Double Integration Method H. Use Moment-Area Method 1. Use Conjugate Beam Method EI 4 m 20 kN/m 3 EI -3 m
A) Using a convergence criterion of 0.001 in finding the location of the maximum deflection of the beam shown below. All answers must be in 4-decimal places. The moment M, occurs at point C of the beam. a.) What are the reactions at the supports? b.) What is the value of C1? c.) Give the value of C2. d.) What is the general moment equation of the beam? e.) What is the slope equation of the beam? f.) Determine the maximum deflection of the beam? w kN/m 12 kN/m M A В E 2 m 2 m 2 т 25 kN Note : Take the value the 'w' as equal to the last two digits of your student id. If the last two digits are zero or less than 10 then take 'w' = 10 kN/m. Take the value the 'M,' as equal to the last two digits of your student id. If the last two digits are zero or less than 10 then take 'M,'= 10 kN-m.
1. Solve the given beam 1.5 k/ft 6 ft 30 k Į B с - 4 ( ਆਈ. h. i. El = constant E = 1,500 ksi /= 20,000 in.4 -511- a. Determine the location of maximum deflection by Integration Method Determine the maximum deflection Integration Method. b. c. Determine the deflection at midspan by Superposition Method. d. Determine the slope at point B by Moment-Area Method. e. Determine the deflection at point C by Moment-Area Method. f. Determine the deviation of B relative to tangent drawn at A by Moment-Diagram by Parts. g. Determine the deviation of D relative to tangent drawn at A by Moment-Diagram by Parts. Determine the deflection at B by Conjugate Beam Method Determine the slope at C by Conjugate Beam Method.
By Conjugate Beam Method, If E= 200,000 MPa and I= 20,000,000 mm4. Determine the slope at A and Deflection at B
Use CONJUGATE BEAM METHOD ONLY! E = 80 GPa & I = 1200x106 mm4 A. Find the Vertical Reaction at D in kN B. Find the Deflection at C in mm. C. Find the Slope of the elastic curve at D in Degrees Three Decimal places
1.) For the given simply supported beam AB, determine the following: a. The Shear and Moment Diagram of the beam AB. 8 b. The Maximum Deflection of the beam. c. The Slope at point A. d. Draw the deflected shape of the beam AB. El is constant. Mo Mo A В
Remove the concentrated load Skips then compute the maximum slope and maximum deflection of the simply-supported beam shown. Use E = 29,000 ksi and I = 76.8 in^4. Use any of the following methods: Double Integration Method, Moment-Area Method, and Conjugate Beam Method. 5 k mukamm A 3 ft с 3 ft 1.5 k/ft ... B
Using conjugate beam method, determine the deflection at D in terms of EI where EI is constant. P1=P2=143 KN
5. Compute the slope and deflection at 2 m from the left support on the beam loaded and supported as shown below. E = 200 GPa, I = 125 x 10 mm* D. Use Double Integration Method E. Use Moment-Area Method F. Use Conjugate Beam Method 20 kN/m 4 m 1m 1.5 m 30 kN
Determine the slopes and deflections at points B and D of the beam shown. a. Using the Double Integration Method. b. Using the Moment-Area Method. c. Using the Conjugate Beam Method. 37 kN/m Hinge 155 kN A 5 m- -2.5 m -2.5 m- El = constant E = 200 GPa I = 146 × 10° mm
2. Use the conjugate-beam method tó determine the deflection and slope at point C. E= 200 GPa, I= 600(10) mm. 12 kN B 3 m 3 m