Need help with Structural Analysis Prob. thanks! (2) Draw the following influence lines along member ABC of the frame. (a) vertical reactionforce at support D, (b) bending moment at support D, (c) shear force at point BL (just to the leftof joint B), and (d) bending moment at point E.BLABD5 ft5ft5 ft10 ft

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Answered: (2) Draw the following influence lines…

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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1. For the frame and loading shown, (a) determine the forces acting on member BC at B and C. (Please identify if there is any two-force member.) (b) Determine the internal resultants (shear force, axial force and bending moment) at point D on BC.
Assume that the loads are being transmitted to the bottom chord in the truss depicted, and draw the influence lines for members DK and CI. Determine the following member forces using the 3 point moving load indicated. Assume the loads only move to the right. Questions a. Maximum tension on member DK in kN. b. Maximum compression on member DK in kN. c. Maximum tension on member CI in kN. d. Maximum compression on member CI in kN.
Determine the max tension member on EK in kN. Put "0" if none. Draw the influence lines for member DI and EK. a= 4.5m b= 4.8m c= 50kN d= 68kN
Determine the values of reaction of supports A and B. Also determine the bending moment andshear foce at the left side of point C. 10 300 plf * * A * 4 D 600 plf 9 C B
Determine the following:a. vertical reaction of the support A in kNb. vertical reaction of the support B in kNc. vertical reaction of the support C in kNd. vertical reaction of the support D in kN
1-49. The railcar lamp is supported by the -in.-diameter pin at A. If the lamp weighs 4 lb, and the extension arm AB has a weight of 0.5 lb/ft, determine the average shear stress in the pin needed to support the lamp. Hint: The shear force in the pin is caused by the couple moment required for equilibrium at A. -1.25 in. 3 ft B
ferce F = {400i – 100j – 700k} lb acts at the end of the beam. Determine Problem 2: The %3D - the moment of this force about point O. F В 8 ft 1.5 ft 0.25 ft
2. Determine the equivalent force-couple system at the pin (point E) and roller support (point A). Also, compute the x-intercept of the line of action of the system resultant treated as a single force R of the three forces acting on the truss at the pin and roller support. 3 kip 2 kip- 3 kip 8 ft 1.5 kip- 4 ft |B - 10 ft 10 ft 10 ft 10 ft -
None
2. Given the beam shown: Fixed support @ A, Internal Hinge @ G, and Roller support @ B. ALL UNITS KN,m A 10, KN 5 KN/m B 5,KN 10 KN -2 2- 4- +1 a.) Determine the support's reaction. b.) Draw the Shear and Moment Diagram. c.) Determine the location of zero shear. d.) Determine the maximum shear and maximum moment.
Problem 8 Determine the resultant force at pins A, B, and C on the three-member frame. 200 N/m 60° 800 N
For the truss shown in the figure below, assume that the loads are being transmitted to the bottom chord and draw the influence lines for member DI and EK. Also, considering the 3-point moving load as shown, determine the following member forces. Assume that the loads move only to the right. a. Maximum tension on member DI in kN, put “0” if none. b. Maximum compression on member DI in kN, put “0” if none. c. Maximum tension on member EK in kN, put “0” if none. d. Maximum compression on member EK in kN, put “0” if none.

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(2) Draw the following influence lines along member ABC of the frame. (a) vertical reaction force at support D, (b) bending moment at support D, (c) shear force at point BL (just to the left of joint B), and (d) bending moment at point E. BL A B D 5 ft 5ft 5 ft 10 ft