1 (AD) = St FIG. 7.13 TABLE 7.6 Segment AB BC 75 CD ED M₂M -dx EI B ABCD B 150 kN Į с (b) Real System--M с -3 m- x Coordinate Origin Limits (m) A D D B 1=300 (105) I=600 (106) mm² mm 0-3 0-3 0-3 0-3 150 kN −3 m3 m- C E-200 GPa (a) E 175 ΕΙ ΕΙ (I = 300 x 106 mm²) 2EI 2EI EI mie D -3 m- 1=300 (106) mm* B 75x 75x E 75x M (kN-m) 75x - 150(x-6) 1 kN (c) Virtual System -- -M₂ D M₂ (kN-m) X *ng ng ng mìn X X X 1₁

1 (AD) = St FIG. 7.13 TABLE 7.6 Segment AB BC 75 CD ED M₂M -dx EI B ABCD B 150 kN Į с (b) Real System--M с -3 m- x Coordinate Origin Limits (m) A D D B 1=300 (105) I=600 (106) mm² mm 0-3 0-3 0-3 0-3 150 kN −3 m3 m- C E-200 GPa (a) E 175 ΕΙ ΕΙ (I = 300 x 106 mm²) 2EI 2EI EI mie D -3 m- 1=300 (106) mm* B 75x 75x E 75x M (kN-m) 75x - 150(x-6) 1 kN (c) Virtual System -- -M₂ D M₂ (kN-m) X *ng ng ng mìn X X X 1₁

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Solve for Mu, if fy = 414 and f 'c = 27.7 -50-100- -9909 -75 250 100- 3 - 28mm Ø2 -75 100- 400- -2-20mm Ø
Q2) For the system shown in (FIG.Q3B) determine the resultant and locate it w.r.t. point A? 150 N |200 N 250 N+ 5 300 N.m A 5
Z=77KN
(b) Two connected steel bars as shown in Figure Q2(b) are axially loaded with 100 N at node 3. The cross section area for bar B is half of bar A. The horizontal displacement at node 2 is half of displacement at node 3. By using finite element method, determine the displacement at node 2 and node 3. The modulus of elasticity is constant.
Y Given: X x1 x2 . x1 = 15.35 mm • x2 = 16.74 mm . x3 = 16.10 mm .y1 = 19.32 mm y2 = 20.55 mm y3 = 16.37 mm mie x3 sterren T y3 y2 y1 Find x & y centroid
3 Homework.pdf 1 من 1 EAAMPLE (1). A circular bar having 200 mm² area is subjected to axial loads as shown in Fig Find the value of ( P) and the total elongation . Take E=2*105N/mm2. A B 50kN 50kN -lokN 1M 1M 1M
1 H 2 - T 3 MANCHCOA KING 4 Force diagrams - Inclined plane 5 Performs various tests by modifying the values of the coefficient of friction, the mass M2 and the angle of inclination. Draw the diagram of forces on the two graphs present in the document Force diagrams Inclined plane Balance the forces by applying Newton's second law to the two masses, along the appropriate axes in both cases. From these equations, find a general mathematical expression for the acceleration and for the tension in both cases.
100 91 A1 80 9, A3 200 1. What is the value of ybar from the 1-1 line [ Select ] 2. What is the value of centroidal MOI Ixx? [ Select ] 3. What is the value of centroidal MOI lyy? [ Select ]
Given that F1 (s)% = and F2(s) 1 %3D s+4 find the inverse Laplace transform of F(s) = F1(s) x F2(s). s+5 O f(t) = et - ešt %3D O f(t) = e-9t O f(t) = et %3D O f(t) = e 4t - e 5t
136 N is the asnwer in the book
Pls answer asap conplete solu
(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.