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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Find dimensions of the cone (dif positions) which is stable among the two H =30 R=25 SGCONE=0.5 R
(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.
find for the types of hardness along with the bibliography
The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A and C are stress free. 26 kips load is then applied and the temperature of the steel rods is changed by AT. Find AT for which the stresses in two steel rods will be equal. Use a = 6.5 x 10-6/°F and E 29 x 106 psi for steel.
Pls answer asap . Pls provide accurate answer. Help me thank uuu. Handwritten thank u.
Evaluate the following: a. 지(5} b. L{t³}
Through a very narrow gap of height 'h' a thin plate of large extent is pulled at a velocity V. On one side of the plate oil of viscosity μ, and on other side oil of viscosity μ2. Calculate the position of plate so that: (i) The shear force on two sides of plate is equal (ii) The pull required to drag the plate is minimum 40 sn sen sinn sin sen sen sinn sn sn sen sen sen nsn seeeen shea
Need only a handwritten solution only (not a typed one).
4....2 Suppose that P=101lbs. What will the force Q be in this case?
(3) 24 B Bean AB A Beam AB. 301 G 4#8 12" 24' -#4 24" Given fé= 3 ksi Grade 60 steel NWC. COVER = 1.5" #4 stirrups. DL= 70 psf, not including self-weight. LL = 40 psf. (No Live Load 4 # 8. b=12", h=24", Reduction
Find Ix for the shape below: 2.0 2.0 Ix: Componen Ai 1.0 |ΣΑΙ = Yave = [Aiyi/[Ai = dy = Yave - yi = |lx = Elxi + [A(dy2) = 3.0 8.0 yi Aiyi = Aiyi [lxi = Ixi dy ZA(dy)= Ai(dy)

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