Answered: (b) 5 kN 5 kN-m 10 kN/m A C B E D 1 m…

Engineering

Civil Engineering

(b) 5 kN 5 kN-m 10 kN/m A C B E D 1 m al1 m 1 m 2 m F. A F, B

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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4. For the structure below, draw the axial, shear and bending moment diagrams. Include the value of the stresses in every singular point. 200 lbs/ft 8ft C 4ft 900 lbs 70° AB 2ft
Two uniformly distributed loads of w = 3600 lb/ftact on the simply supported beam shown in Figure A. The beam spans area = 6.8 ft and Z= 15.0 ft. The beam cross section shown in Figure B has dimensions ofb₁ = 15.00 in., d₁ = 5.00 in., b₂ = 11.50 in., and d₂ = 9.75in. Calculate the maximum tensile and compressive bending stresses produced in segment BC of the beam. W a FIGURE A FIGURE B tensile= compressive = d₁ d₂ B i i L b₁ b₂ W a psi psi X
Part 1 For the simply supported beam subjected to the loading shown, derive equations for the shear force Vand the bending moment M for any location in the beam. (Place the origin at point A.) Let a-14.0 ft, b-5.5 ft, c- 8.0 ft, w - 9 kips/ft and M - 260 kip-ft. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax - 0, it has been omitted from the free-body diagram.) - 0, B Answers: Ay- kips kips Part 2 Determine the shear force acting at each of the following locations: (a) x - 0+ ft (i.e., just to the right of support A) (b) x - 14.0 ft (i,e., at point B) (c) x - 19.5- ft (i.e., just to the left of the support C) (d) x - 19.5+ ft (i.e., just to the right of the support (C) (e) x - 26.5 ft…
Given the below distributed loading, write an equation to describe how the shear force varies with respect to x. Ay=By=2500 lb. 150 lb-ft V(x) = 2500 250x V(x) = 5000 V(x) = 5000 - 250x V(x) = 2500 125x V(x) = 250x150 250 lb/ft -20 ft B 150 lb-ft
Please answer with complete free diagrams, etc..
For the beam shown, the magnitude of the distributed load is wo 12.0 kN/m and the beam lengths are a - 6.6 m and b-19.8 m. (a) derive equations for the shear force V and the bending moment M for any location in the beam. Place the origin at point A. (b) use the derived functions to plot the shear-force and bending moment diagrams for the beam. Use your diagrams to determine the maximum shear force and the maximum bending moment. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. Wo X A B a b Answer: Vmax= Mmore kN kN.m
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