For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume Lag = 210 mm, Lec= 150 mm, LcD=120 mm, LoE= 260 mm, Mg = 130 N-m, P = 550 N and a constant value of El = 490 x 106 N-mm² for the beam. Mg C E LAB LBC LCD Lpe Answers: rad (a) ec = mm (b) Vc= 2.140

For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume Lag = 210 mm, Lec= 150 mm, LcD=120 mm, LoE= 260 mm, Mg = 130 N-m, P = 550 N and a constant value of El = 490 x 106 N-mm² for the beam. Mg C E LAB LBC LCD Lpe Answers: rad (a) ec = mm (b) Vc= 2.140

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

For the beam and loading shown, determine the deflection at the mid point in slope at point B in radian. The wr? %3D (L- x) wr3 equation of elastic curve are the following: EIy (3L – 4x), Ely 24 24 E = 200 GPa, I = 1660 x 10^6 mm^4 Let w = 158kN/m, L = 13m Answer in three decimal places w A В -L/2
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume LAB = 280 mm, LBc= 180 mm, Lcp = 140 mm, LDE = 380 mm, Mg = 280 N-m, P = 1010 N and a constant value of El = 590 × 106 N- mm² for the beam. P MB X Answers: (a) 0c = (b) Vc= LAB B -0.0133 -11.91 LBC C LCD D rad mm LDE E
fons/1679264 Use Double Integration Method to analyze the deflection of the beam shown: (IS EN 6 N/o 160 O - 3 m -Sm Determine the following: (2 decimals for non-whole numbers) (a) C1 = kN-m2 %3D (b) C2 = kN-m2 (c) Ely under the 15kN load kN-m3 (d) upward(U) or downward(D)?
From the given figure below, determine the maximum deflection and slope of the beam. Use double Integration Method
X Your answer is incorrect. For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume LAB = 280 mm, LBc = 180 mm, LCD = 140 mm, LDE = 380 mm, MB = 280 N-m, P = 1010 N and a constant value of El = 590 x 106 N-mm2 for the beam. %3D P MB B C E LAB LBC LCD LDE Answers: rad (a) Oc = 0.109 (b) Vc= -56.80 mm
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at C. Assume a constant value of El = 37 x 106 lb-ft² for the beam; wo = 7400 lb/ft, LAB = 7.0 ft, Lgc = 15 ft, Lcp = 8 ft. Wo LBC LCD LAB Answer: (a) 0g = (b) vc= B rad in.
Use double integration method
Solve the slope and deflection for the problem using MAT. Draw the tangency 25 mm 75 mm 75 mm 15 kN Ti 25 mm 150 mm lines and label it completely including the required slope and deflection. E = 10GPA C and the cross section of the beam is B' shown in figure. 4 m 4 m Required Slope (radian) Required Deflection (mm) ĐA = AB = 0C = %3D Tangency Lines with EC M/EI Diagram
Problem 32: Determine the maximum slope and maximum deflection for the given simply supported beam as shown in figure. A EI 4m 6kN B 1.5EI 4m с 6kN EI 4m D 10
Determine the maximum deflection of the cantilevered beam. The beam is made of material having an E 200 GPa and I W 65.0*10 mm4. 30LN/
PLEASE ANSWER IN 20 MINS, THANKYOU
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume LAB = 250 mm, LBC= 170 mm, LCD= 130 mm, LDE = 310 mm, Mp = 270 N-m, P = 1610 N and a constant value of EI = 590 × 106 N- mm2 for the beam. P MB B D LAB LBC LCD LDE Answers: (а) Ос 3 rad (b) vc = mm