Find the Internal Actions in the members HG, EH, HI, ID of the Truss: 9 m5kN M5kN KABCJ5kN5kNH 5kND E6x4 m = 24 mF

Answered: Image /qna-images/answer/50a6b419-f01d-4810-b245-744a624116fe.jpg

Answered: 9 m 5kN M 5kN K A B C J 5kN 5kN H 5kN D…

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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Y. 3.5 314 1. The cross section shown in the figure is a structural member known as a z- section.Compute the following: (1) cross sectional area, (2) centroidal moment of inertia,lxo. And (3) centroidal moment of inertia, Iyo. 2.625 6-4.5 -X, -3/4 314] 3/4 '1.375 3.5
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
I5KN Draw and label the V and M diagrams. Fill in the blanks. Find M- max and the equations for q, V, and M in the region 3
So VDL should belong to upward force instead of downward force side. And the sign should be negative instead of positive. Can you make it more clear ?
For the beam l-section below, calculate the second moment of area about its centroidal x-axis (Ixxcentroid), where b1 = 10.50 mm, b2 = 2.50 mm, b3 = 38.50 mm, d1 = .50 mm, d2 = 36.50 mm and d3 = 12.50 mm. %3D %3D %3D Give your answer in mm4 to two decimal places. b1 di dz + b2 b3
Correct the error and write one to two sentences explaining the error
What is the buckling length of the column S1 shown below? All the columns are HE 200 M and the beams are IPE 180. 300 S1 Lütfen birini seçin: a. 1496 cm b. 1451 cm c. 1536 cm d. 1345 cm e. 1596 cm 500 600 400
Solve the ff. Exact de
Analyze the frame in the figure using the portal method.
H.W\Find the Volume by using Prismoidal Formula Sta. Cross-section Right C(1.5/6.5) C(1.5/6.7) С(1.1/6.2) C(1.8/6.5) C(0/6.0) |C(1.5/5.5) Left C(1.5/6.5) C(1.5/6.7) C(1.5/6.5) C(1.2/7.5) C(1.5/6.5) |C(1.5/6.5) 0+00 C(1.5/0) C(1.5/0) C(1.3/0) C(1.3/0) С2.3/0) (0/0) 0+30 0+70 0+90 1+30 1+60 L (A1 + 4Am + A2) 6.
12. If z = x.f)+F). prove that az (i) x ax a² z +2xy ax. ay a2z +y2. =0 ay 2
F6 F7 F8 F9 F10 F11 F12 Amndet

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9 m 5kN M 5kN K A B C J 5kN 5kN H 5kN D E 6x4 m = 24 m F