A30 ftBApply the slope-deflection method to determine the support moments for theframe loaded as shown in the figure below (sketch the bending moment diagram). Assume (El/L forspan AB, BC, CD, are 2, 3, and 4, respectively).15 ftD20 ftс10 kip

To solve this problem using the slope-deflection method, follow these steps:Step 8: Sketch the…

Answered: A 30 ft B Apply the slope-deflection…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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 A. Assume a constant value of El = 108000 kip-ft² for the beam; wo = 7.2 kips/ft, LAB = 8ft, LBC = 4 ft. WO X B C LAB LBC Answer: (a) 0g = (b) VA = rad in.
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 A. Assume a constant value of El = 145000 kip-ft2 for the beam; wo = 5.6 kips/ft, LAB = 13ft, LBc = 7 ft. Wo Answer: (a) 8B = (b) VA = LAB rad in. B LBC C X
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 A. Assume a constant value of El = 136000 kip-ft² for the beam; wo = 4.6 kips/ft, LAB = 13 ft, LBc = 7 ft. WO B C LAB LBC Answer: (a) 0g = (b) VA = rad in.
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 A. Assume a constant value of El = 125000 kip-ft² for the beam; wo = 3.0 kips/ft, LAB = 8 ft. LBc = 4 ft. wo LBC LAB Answer: (a) 0g = 0.00869 (b) VA = rad in. C
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 A. Assume a constant value of El = 107000 kip-ft² for the beam; wo = 5.0 kips/ft, LAB = 15 ft, LBc = 8 ft. Wo Xx C LAB LBC Answer: (a) 0g = (b) VA = rad in. B
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Determine completely the deflection and rotation at point C of the beam shown using: 1.) Double Integration 2.)Area moment 3.) Conjugate method Just pick two method. Given: E=200 GPa I=250x10^6 mm^4 w=10kN/m L1=6m L2=4m
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. A. Assume a constant value of EI = 113000 kip-ft² for the beam; wo = 2.0 kips/ft, LAB = 15 ft. LBC= 8 ft. - Wo A Answer: (a) 8B = (b) VA= LAB rad in. B LBC C X
From the given figure: Let P = 63kips, L = 10ft, a = 6ft %3D = Pa (- +L), and the elastic curve is Ely = Paz (- + L) Ра if the equation of the slope is EIy 6 determine the maximum deflection at segment AB from point A. E = 29 x 10^6 psi, I = 722 in^4 Note: Answer in three decimal places A В L- -а —
b4
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Use AREA MOMENT METHOD to Determine the following: A central beam BD is joined at hinges to two cantilever beams AB and DE. All beams have the cross-section shown. For the loading shown, determine the largest w so that the deflection at C does not exceed 3mm. Use E=200 GPa. w 12 mm A C D E Hinge' Hinge 24 mm 0.4 m 0.4 m 0.4 m 0.4 m

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A 30 ft B Apply the slope-deflection method to determine the support moments for the frame loaded as shown in the figure below (sketch the bending moment diagram). Assume (El/L for span AB, BC, CD, are 2, 3, and 4, respectively). 15 ft D 20 ft с 10 kip