Problem-4. For the beam shown, draw the influence lines for the shear and bending moment atpoint C and the shears just to the left and just to the right of support D.BCDEF-4 m--3 m--4 m--6 m--5 m-

The objective of the question is to draw the influence lines for the shear and bending moment at…

Answered: Problem-4. For the beam shown, draw the…

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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ILD
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. -6x|| 13k ck ak st D tot
Use the qualitative approach to draw the influence lines (IL) for the reaction at A, the shear just to the left of C and the bending moment at C. The supports at A and Care rollers and the support at D is a pinned support. Moment Release C D 30 ft 30 ft 30 ft IL for RAv IL for VCkeft ILfor Mc
Draw the influence line for shear force VE. Enter the magnitude of your and G influence line when the load is at B [ Select ] [ Select ] G В D E F Hinge 6 m 8 m 6 m 4 m - 3 m 6 m
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
Problem 8 Draw the influence lines for the forces in members BC and CG of the truss shown below. Live loads are transmitted to the bottom chord of the truss. Indicate numerical values for the peaks. (hint: for the case of CG, first establish a relationship between forces in CG and FG.) A F G B C D 4 panels at 16 ft = 64 ft- H E 16 ft
Statics
Problem 6 Using the Muller-Breslau's Principle, draw the influence lines of the following response functions for the beam shown below. 1) Vertical reactions at supports A, B, and F 2) The end moment at point F 3) Shear to the left of support B 4) Shear at E Á B ₁8m- hinge (E) n ————▬▬▬▬4 m-√— 4 m▬-|-—+m−|4m| F
Draw the inﬂuence line for vertical reaction at support B, shear at C, and the moment at point D of the beams shown. From the influence line of the moment at D, what is the value of moment MD when x = 13 m due to a unit load? four decimal
Consider A,B,C pin connected
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.
Answer Keys: By = 49,111.11 N Vcmax = -9277.78 N +Mcmax = 54,222.22 N-m

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Problem-4. For the beam shown, draw the influence lines for the shear and bending moment at point C and the shears just to the left and just to the right of support D. B C D E F -4 m- -3 m- -4 m- -6 m- -5 m-