For the cantilever and simply-supported beams given below use Double Integration to determine the slope anddisplacement equations and graph both results versus positon along the beam.A7 ftPinA2 kips/ft3 kips/ftBmm10 ft8 kipsB50 kip-ft

Step 1: Step 2: Step 3: Step 4: Step 5: Step 6:

Answered: For the cantilever and simply-supported…

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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The beam below is loaded as shown. Using double double integration method. Determine the following considering the beam properties of E-72 GPA and I = 126x10^6 mm^4 15kN 25kN 5kN 5kN 25kN/m A D G 4m- B -3m C -3m- 6m 2m LL -2m-
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)?
Problem 6 For the beam shown below, use the conjugate beam method to compute the vertical deflection and the rotation to the left and the right of the hinge at C. Given: E = 220 GPa, IAC = 2000 × 106 mm², and ICF = 150 × 106 mmª A 10 KN B C DE +-5 m-5 m-5 m-5 m 100 kN-m -10 m F
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
Use the moment-area method to determine the slope at point A and the deflection at point C of the beam shown in figure
Q7 Use method of conjugate beam to determine the slope and deflection at the center of the beam given below. Take E = 200 GPa and I= 4000 cm*. 5 kN 8 kN A EI B 2EI C EI -3 m -- 4 m t2 m -
A IS AT THE FIXED SUPPORT point B is 6 meters from left support, point C is 9 meters from left support . D AT THE END
Using double integration method
Compute the moment of inertia (mm*) of the beam shown using the transformed-area method. Area of 1-#29 bar is 645mm?. Assume cracked section. 530 mm M = 130 kN-m 600 mm n=9 4 #29 70 mm 350 mm
Please answer part a,b
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 = 220 mm, LBC = 150 mm, LCD = 130 mm, LDE = 280 mm, MB = 360 N-m, P = 2650 N and a constant value of EI = 420 × 106 N-mm2 for the beam.
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

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For the cantilever and simply-supported beams given below use Double Integration to determine the slope and displacement equations and graph both results versus positon along the beam. A 7 ft Pin A 2 kips/ft 3 kips/ft Bmm 10 ft 8 kips B 50 kip-ft