EnterDeletePageEndDownDETERMINE THE FORCES AT AL JOKTS800 LBlo00 LB13154.52家3.75DETERMING THE AREA THE POSITION OF THE CENTROID ABOUT THEREFERENCE AXES AND THE MOMENT OF NERTIA ABOUT THECENTROIDAL AXES OF THE COMPOSITE FI6URE

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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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pls replyy asap!! Determine the location of the horizontal neutral axis of the section (in mm) with respect to the bottommost fiber, All dimensions are in mm.
(b) A solid circular rod as in Figure Q1(a) is 600 mm long and 20 mm diameter. The rod is subjected to an axial force of P = 50KN. Upon loading, the elongation of the rod is 8 = 1.40 mm, and its diameter reduce to d' = 19.9837 mm. Determine the modulus of elasticity of the material. Assume that the material does not yield.
please answer quickly
Evaluate the following: a. 지(5} b. L{t³}
21:19 40 A 9 41%- Chegg Home Expert Q&A My answers ( Civil Engineering Question The rope ABexerts a 46 - N force T on the collar at A Let rCA be the position vector from point Cto point A (Figure 1) Figure You answered Bo P1 II
Dont solve wrong I will dislike
Input- F1=227
Questions T 40 mm TABLE 3.1. Coefficients for Rectangular Bars in Torsion a/b C₁ C₂ 1.0 0.208 0.1406 1.2 0.219 0.1661 60 mm 1.5 0.231 0.1958 2.0 0.246 0.229 2.5 0.258 0.249 3.0 0.267 0.263 4.0 0.282 0.281 5.0 0.291 0.291 N 10.0 0.312 0.312 0.333 0.333 1. Determine the largest torque T which may be applied to end of the solid bar which is shown in the diagram above, knowing that the maximum allowable shear stress = 107 MPa and G = 40 GPa. Provide the answer in kNm with precision to two decimal points. 2. The same solid bar is subjected to a torque of 1.5 kNm. Its total length, denoted as z, is 601 mm. What will be the angle of twist? Provide the answer in degrees with precision to two decimal points.
Make 2 free body diagrams
Determine the horizontaldeflection of B.
Compute for the forces on the following based on the figure: F along a is F along b is SN = 86 N
Consider the following free-body digram of a beam. 200 N 100 N 200 N M. 100 N-m 200 N 100 N 2m 3m 3m 2m What is A,? O a. -100 N O b.-100 N.m O. 200 N d. No correct answer given

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