Problem 1Given:5kN/mSkym40KND10m10m5m103The support at A is fixed, the supports.at C and E are rollers, and there areinternal hinges at B and D.Find:a) The reactions at the supportsb) Develop the equations describing theVariation in shear and moment.c) Sketch the shear and momentdiagrams of each member

Step 1:Step by step Step 2: Step 3: Step 4:

Answered: Problem 1 Given: 5kN/m Skym 40KN D 10m…

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 truss shown is supported by roller at A and hinge at B. Solve for the of the reactions at A and B. 300 kips 25° A 200 kips 25° 2 ft 100 kips 2.2 ft 2.7 ft 2.2 ft
The frame shown consists of members AG, BF, and CE. It is supported by smooth pin at B and roller at A. Neglect the weight of the members. Calculate the horizontal and vertical components of pin reactions at B
Example Determine the support reactions at the roller at A and the pin at B. Neglect the weight and size of the beam. 400N 60° B 4m 4m
The frame is connected by a pin. Solve for: a) Reactions at the supports b) All forces acting on member BCD Show complete solution and diagram.
QUESTION 1. Determine the reaction at pins at A, B and C and fixed support at D. Answer in component form. Take P = 8+ 0.5(third highest digit of your student number). ALSO, draw the shear and moment diagram of member BC only. 12P kN 8P kN B 4 m D -3 m 3 m- 3m 3 m-
Compute the support reactions of the given beam below. Also, determine the maximum value of the positive and negative shear as well as the moment. Note: pt. a is hinge support, pt. b is roller support, pt. c is internal hinge support, pt. d is internal roller support, pt. e is roller support, and pt. f is a hinge support. Hint: Try to expose the internal reaction/s of the internal hinge support at pt. c as well as for pt. d internal roller support. For the units, the forces are in kN, then for the distances, take it as meters
PP A BỊ In the plane truss system, whose loading condition is shown in the figure, there will be support reactions A and B, and rod forces 1,2 and 3. 6 - A is the fixed joint and B is the sliding joint. Loads on the beam P = 50 kN, All acute angles in the truss system are 45 degrees. Асcordingly Bу 3D? O a) 0 O B) 175 O C) 225 OD) 35.36 O TO) 200
600 lb 450 lb E -3 ft- B 30° -3 ft Prob. 1 2. The truss is shown in the figure. (a) Determine the reaction forces at A and E. The roller at A is supported at a horizontal surface. (b) Is the structure symmetric? (c) Determine forces in all members and show the forces on the truss.
DETERMINE EXTERNAL REACTION AT JOINT A ALONG X-AXIS (RAX). DETERMINE EXTERNAL REACTION AT JOINT A ALONG Y-AXIS (RAY). DETERMINE THE NORMAL FORCE (V1x) ACTING ON THE CROSS SECTION AT 1 (AT X=2m) DETERMINE THE NORMAL FORCE (V1y) ACTING ON THE CROSS SECTION AT 1 (AT X=2m) DETERMINE THE NORMAL FORCE (M1) ACTING ON THE CROSS SECTION AT 1 (AT X=2m).
The frame shown in Figure 3 is subjected to tow lateral forces. Use the Portal Method, determine approximately the internal axial, shear and moments of all members and hence calculate the reactions at A and B. Assume the supports at A and B are fixed. Show details of your work including Free Body Diagrams (FBD). Hence find reactions at supports A and B. Indicate their directions. D. 60 kN 6 m 30 kN 6 m 10 m

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