Answered: 36 108 300 | I I I 20 I 150 (Dimensions…

Engineering

Civil Engineering

36 108 300 | I I I 20 I 150 (Dimensions in mm). 48

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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Question

100%

For the non-symmetric Z-section shown in Figure Q4 find the position of the horizontal (X) and vertical (Y) neutral (centroidal) axes and the second moments of area with respect to these axes

can someone please answer this question in detail who is confident in this topic with step-by-step calculations pls. I've asked this question twice now and I've gotten different answers each time so I'm at a bit of a loss. (DONT respond to this if you have already responded previously) Thank you

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Locate the centroid of the area shown in the figure by direct integration. (Caution: Carefully observe the proper sign of the radical involved.) Set a = 34 in. Answers: i in. y = in. i %3D
2. A uniform, simply supported beam, is loaded as shown in Figure 2. Using singularity functions, determine an expression for the bending moment at any point along the beam. Hence, determine the slope of the beam at point, A, and the deflection of the beam at point, B. The bending stiffness of the beam is 3200 Nm². 320 N 200 N/m 1.2m 0.6m Figure 2 2 A 0.4m X * B D
Determine the Horizontal Deflection at B of Frame shown in inches unit. Use the Virtual Work Method. Distances are in feet. Show complete Solutions 18k/ft 12k/ft YHINGE 1 D 15k 21 5 1.51 1.51 3 E= 29x10' ksi I= 40 in 4 1. What is the Horizontal Reaction at A? [ Select ] 2. What is the Vertical Reaction at A? [Select] 3. What is the Horizontal Reaction at E? ISelect ] 4. What is the Vertical Reaction at E? [Select] 5. What is the Horizontal Deflection at B? I Select ]
A=2200 B=1100 C=4400
Read the question carefully.
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Q6/ For the column shown in Fig. 6, by Using Euler's formula to determine the dimension (b? mm). Use E= 210 GPa. oy = 250MPa 4b y-Axis b X-Axis cross-section Fig.6 P900 KN 6m X-Axis P=900 KN y-Axis 2m 4m
Apply the principles of virtual work to solve for: a) The vertical displacement of Node B b) The horizontal displacement of Node B For all truss members, E = 29,000 ksi and A = 4in2
2. Use the conjugate-beam method to determine the slope and deflection at point B of the beams shown in the figure. 50 kN A 6 m B 90 kN ↓ C 9 m El= constant E = 70 GPa I = 95 (106) mm4 9 m D EXCE
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Figure 1 shows a beam supported at A and B. The beam has a point load of 4 kN at C. Calculate the deflection at C using the conjugate beam method (E = 200 GPa and I = 420 x 106 mm*). 4 kN A в 20 m 10 m