A continuous beam has a loading shown. Assuming constant flexuralrigidity (El).8KN2m2m5KN6kN/m4kN/mBA2TAT CD3771m4m6mDetermine the following:a. Moment at 1 or B (kN-m; write positive or negative)b. Moment at 2 or C (kN-m; write positive or negative)c. Reaction at 1 or B (kN; positive value only)d. Reaction at 2 or C (kN: positive value only)e. Reaction at 3 or D (kN: positive value only)

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Answered: A continuous beam has a loading shown.…

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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A beam (ABC) has a pin support at the left-hand edge (point A) and is supported by a thinner beam (CD). Beam ABC is loaded with a linearly increasing distributed load between point A and point B. The intensity of the distributed load is zero at point A and equal to at point B. A concentrated moment, Mc, is applied to beam ABC at point C. As the connection at point C is considered pinned, there is no transfer of bending moments between beam ABC and beam CD. Beam CD is pinned at one end (Point D) and connected to beam ABC via a pin (point C). There is a concentrated load, P, applied to beam CD a shown below. A Wo TD P = woL ↑ B -L/2 Figure 1: Two beam arrangement for question 1. L/2 Mc = woL² In order to analyse this structure, you will: a) Construct the free body diagrams for the structure shown above. When constructing your FBD's you must make section cuts at point B and point C. You can represent the structure as three separate beams. Following this, construct the axial force, bending…
A beam (ABC) has a pin support at the left-hand edge (point A) and is supported by a thinner beam (CD). Beam ABC is loaded with a linearly increasing distributed load between point A and point B. The intensity of the distributed load is zero at point A and equal to at point B. A concentrated moment, Mc, is applied to beam ABC at point C. As the connection at point C is considered pinned, there is no transfer of bending moments between beam ABC and beam CD. Beam CD is pinned at one end (Point D) and connected to beam ABC via a pin (point C). There is a concentrated load, P, applied to beam CD a shown below. Wo |B Symbol E Fallow Tallow 000 L D P = wol ↑ L/4 L -L/2→ Figure 1: Two beam arrangement for question 1. Mc = wol² In order to analyse this structure, you will: a) Construct the free body diagrams for the structure shown above. When constructing your FBD's you must make section cuts at point B and point C. You can represent the structure as three separate beams. Following this,…
The beam is loaded and supported as shown in the figure, find the reaction at hinge support. (kN) 10KN/m 15KN 48 19 deg 10KN/m 2m 2m 1m 20kNm
From the following cantilever beam determine the following: The reactions at point A. The internal forces at point b. Draw the respective FBD (Check image pr1 for the image of the problem) (Check image pr1.1 for the values to use on the problem)
(3) Use Three Moment Equation Method to compute the support reactions of the beam loaded as shown 600 N R₁ im 3m 800 N/m Ra 1200 Nm am 4 R3
Review Problem (Situation 9) Consider the beam ABC shown. Neglect self weight of the beam. Determine the magnitude of the reaction acting at the support
GIVEN : The truss shown on the left 10 REQUIRED : a) Find reactions e supports 2000k- b) Calaulale the magnituck « nature of forces in members G. :D- AC, CD, DI , FG, ĠH, HI 10 So0ok. I 10 A
PROBLEM 2 For the beam shown, determine the reactions at A, B and D. At B, C and D is a pin and at A is a fixed support. The uniformly varying load has an intensity of .6 k/ft. 13k 6.k qk -3k -6k/4 11 D g 8² g² 15
Eiample ai ABC is loaded via a 500 N.m couple and a 600 N force as shown. Tlie The is connected to the rest of the system by a pin joint at B and a roller support at Beteune the magnitide of the reaction forces on the beam at the supports. 600 N 300 N m 400 300 500 Ans. Dimensions in mm RC=1700 N 20 RBx=1597.5 N RBy=1181.4 N Erample Determine the force Pnecded to lift the load. Alsa, determine the proper placement x of the hook for cotilibrium. Neglect the weight of the beam. 0.9 m 100 mm 100 mm 100 mm 6 kN The uniform rod of length L and weight W is supported on the simooth planes. Determine its position e for equilibrium. Neglect the thickness of the rod. Ans 6= tan
1.3-5 Segments AB and BCD of beam A BCD are pin connected at x = 3 m. The beam is supported by a pin support at A and roller supports at C and D; the roller at D is rotated by 30° from the x axis (see figure). A trapezoidal distributed load on BC varies in intensity from 74 N/m at B to 37 N/m at C. A con- centrated moment is applied at joint A, and a 180 N inclined load is applied at the mid-span of CD. (a) Find reactions at supports A, C, and D. (b) Find the resultant force in the pin connection at B. (c) Repeat parts (a) and (b) if a rotational spring (k, is removed. = 68 N m) is added at A and the roller at C 200 N·m at 1.5 m 1.5 m joint A 180 N 74 N/m 37 N/m 4 30° 3 m 3 m 3 m Part (c) Remove roller Pin connection at C in part (c)
COMPUTATION OF REACTIONS SHEAR AND MOMENT DIAGRAM MAXIMUM BENDING MOMENT @ THE LOACTION OF THE MAXIMUM DEFLECTION VALUE OF THE MAXIMUM DEFLECTION
Hi , please help me Determine the magnitude of the reactions on the beam at A and D. Neglect the thickness of the beam.

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