6:14HW.pptxH.W.A circular bar having 200 mm? area is subjected to axial loads as shownin Fig. Find the value of (P) and the total elongation. Take E=2*105N/mm?.SOLNSOKN10KN1M1M.1M.

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Answered: 6:14 HW.pptx H.W. A circular bar having…

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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Problem 01. (A-ODD) Given P1 = 40 Ibs and P2 = 100 lbs. (Use negative sign to indicate a direction of going down and going to the left.) 15 129 a. Determine the resultant of the two forces. b. Determine the components of the resultant along x axis. C. Determine the components of the resultant along y axis.
For the beam shown, calculate the beam slope at A. Assume that a = 31 in., b = 103 in., c= 50 in., w = 0.21 kips/in., P = 12 kips, and El = 1220000 kip-in.². P W B b T Answer: 8A = a rad C с D
2C. For the T-beam shown, determine the centroid of the beam and the second moment of inertia about the horizontal centroidal axis. Will the second moment of inertia about the x-axis (lx) be larger, equal to or smaller that the ly value? |Ye= Ix > ly in in 1x = ly 1 in A 3.5 in I, < ly 8 in in 8 in (Circle One) 1 in
6:14 HW.pptx H.W. A circular bar having 200 mm? area is subjected to axial loads as shown in Fig. Find the value of (P) and the total elongation. Take E=2*105 N/mm?. SON 1M
Calculate the slope and deflection atB and E of the beam and loadings shown using area moment method. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. Take E=20GPa.
Solve this deflection question
A two-span, continuous wood girder (E = 2,000 ksi) supports a roof patio structure (part (a) of the figure). A uniform load of intensity q acts on the girder, and each span is of length 8 ft. The girder is made up using two 2 x 8 wood members (part (b) of the figure). a q= 17.0 lb/ft -8 ft (a) B 8 ft 41 8 in. 2 in. 2 in. Section a-a (b) 000 8 in. Ignore the weight of the beam. Use the nominal dimensions of the beam in your calculations. (Solve by the method of superposition. The beam has constant flexural rigidity EI, unless otherwise stated.) (a) Find the reactions at A, B, and C. (Enter your answers in lb. Round your answer for Rg to at least one decimal place. Use the statics sign convention.) lb RA RB = lb RC lb
H.W. A circular bar having 200 mm? area is subjected to axial loads as shown in Fig. Find the value of (P) and the total elongation. Take E=2*105 N/mm?. B 50KN P 10kN 50KN 1M 1 M 1 M
2. Determine EI8 at point C of the beam figure shown below using Conjugate Beam method. 80 lb/ft RA RB 4 ft 2 ft
In (Figure 1), d₂ = 0.125 in. and dy = 0.5 in. Figure y y³ = x -dx² dy 1 of 1 X Determine the moment of inertia of the area about the x axis. Express your answer in inches to the power of four to three significant figures. IVE| ΑΣΦ | 41 | vec I₂ = Submit Provide Feedback Request Answer ? in4
A Review Part C Determine the slope to the right of B. Consider the beam shown in (Eigure 1). El is constant. Assume that El is in kN - m. Suppose that M = 30 kN - m. Use the moment- area theorems to solve this problem. Follow the sign conventicri. Express your answer using three significant figures. V AE It vec 180 Submit Previous Answers Request Answer X Incorrect; Try Again Part D Determine the displacement at D. Figure Express your answer using three significant figures. V AZO r vec 180 1 kN-m X EI An = Submit Prevlous Answers Reguest Answer To X Incorrect; Try Again 3 m 3m
Problem A.2. Calculate moment of inertia of the solid region about the x-axis. R = 100 cm. 2R 2R 2R R 2R

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6:14 HW.pptx H.W. A circular bar having 200 mm? area is subjected to axial loads as shown in Fig. Find the value of (P) and the total elongation. Take E=2*105 N/mm?. SOLN SOKN 10KN 1M 1M. 1M.