Determine the vertical displacement at joint (2) measured upward.Consider the truss shown in (Figure 1). TakeA = 0.0015 m² and E = 200 GPa. Suppose thatF = 21 kN.Express your answer to three significant figures and include the appropriate units. Enter positive value if thedisplacement is upward and negative value if the displacement is downward.HA?D6 =ValueUnitsSubmitRequest AnswerFigure1 of 1Part B2 m2 mDetermine the force in the memberof the truss and state if the member is in tension or compression.44 10Express your answer to three significant figures and include the appropriate units. Enter negative value in the caseof compression and positive value in the case of tension.63?2 m1895 =ValueUnits5(3SubmitRequest Answer

Answered: Image /qna-images/answer/b48dc149-3ffe-407d-88d9-1d7168692168.jpg

Determine the vertical displacement at joint () measured upward. Consider the truss shown in (Figure 1). Take A = 0.0015 m² and E = 200 GPa Suppose that F = 21 kN. Express your answer to three significant figures and include the appropriate units. Enter positive value if the displacement is upward and negative value if the displacement is downward. HẢ D6 = Value Units Submit Request Answer Figure <) 1 of 1 > Part B 2 m 2 m Determine the force in the member 5 of the truss and state if the member is in tension or compression. 4 10 Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. 6 ? 2 m 95 = Value Units Submit Request Answer

Determine the vertical displacement at joint () measured upward. Consider the truss shown in (Figure 1). Take A = 0.0015 m² and E = 200 GPa Suppose that F = 21 kN. Express your answer to three significant figures and include the appropriate units. Enter positive value if the displacement is upward and negative value if the displacement is downward. HẢ D6 = Value Units Submit Request Answer Figure <) 1 of 1 > Part B 2 m 2 m Determine the force in the member 5 of the truss and state if the member is in tension or compression. 4 10 Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. 6 ? 2 m 95 = Value Units Submit Request Answer

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

The cross sectional area of each member of the truss shown in the figure is A = 500 mm^2 and E = 200 Gpa. Use Catigliano's Theorem. Determine the vertical displacement of joint C if a P force is applied to the truss at C If no loads act on the truss, what would be the vertical displacement of joint C if member AB were 8 mm too short.(use data at ¶N/¶P) If P force and fabrication error are both accounted, what would be the vertical displacement of joint C
Consider the truss shown in (Figure 1). Assume the members are pin connected at their end points. Take A = 200 mm² and E = 200 GPa for each member. Suppose that F = 14 kN. Figure 4 m E 4 m 24 kN B 4 m
Suppose that d = 0.14 m in (Figure 1). Part A Determine the angle at which the 500-N force must act at A so that the moment of this force about point B is equal to zero. Express your answer in degrees to three significant figures. 0= Submit VE ΑΣΦ | 41 Request Answer Figure vec 1 m B ISWE ? 2 m-
Consider the truss shown in (Figure 1). Assume the members are pin connected at their end points. Take A = 200 mm² and E = 200 GPa for each member. Suppose that F = 26 kN. 24 kN 4 m A E Part B ΔΑ 4 m = Determine the vertical displacement of joint C measured downward. Use the method of virtual work. Express your answer to three significant figures and include the appropriate units. Enter positive value if the displacement is downward and negative value if the displacement is upward. μA B Value 4 m Units ?
Problem 1. Determine the vertical displacement of joint A. Each bar is made of steel and has the cross-sectional area shown. Take E = 29,000 ksi. Use the method of virtual work. A 10 k to 056 2 in² 3 in² 10 ft E 3 in² an@d B os /olee 2 in² 2 in² 3 in² 10 ft Figure 1 Problem 2. Solve Problem 1 using Castigliano's theorem. 6 k D 3 in² 10 ft с
REFER TOTHE GIVEN VALUES IN THE FIGURE BELOW. THANK YOU. Use VIRTUAL WORK METHOD and determine the following unknowns on the truss system shown below. Use A = 500 mm2 and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. - Horizontal displacement of joint G due to the applied loads in mm - Horizontal displacement of joint C considering that the top chord members experience 60 °C increase in temperature in mm. Use α = 10-6/°C
For the given beam below, the 8 KN load is changed to 93 KN and the 4 KN load is also changed to 12 KN. Use E=200GPa and I=90x106 mm4. Using Double Integration Method, with point A taken as origin, Calculate the first constant of integration, C₁ in KN-m². Express your answer in 2 decimal places. 3 m 8 kN D -3m B. -3 m 4 kN C
Compute the x-component of the resultant of the concurrent forces shown in N. P1 = 157 N, P2 = 463 N, P3 = 432 N, 01 = 19 and 02 = 25. Write numerical value only in 2 decimal places. + Y P3 1 2 + X e, P1 P2
Problem 2. Use virtual work method and determine the following unknowns on the truss system shown below. Use A = 500 mm² and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. %3D a. Horizontal displacement of joint G due to the applied loads in mm b. Horizontal displacement of joint G considering that the top chord members experience 60 °C increase in temperature in mm. Use a = 10/ °C A=40.0 70 kN B=5.0 "a" kN C=9.0 50 kN "a" kN "c" m D 4 at "b" m
A 7.6m cantilever beam shown carries 104KN/m uniform load. Point A is free end while point B is fixed support. Using Double Integration Method with origin at point A, calculate the value of Ely' at the free end in KN-m². Express your answer in 2 decimal places. W A - L - B
Two cables AB and AC are acting on the pole with forces FAB=540N and FAC=560N with parameters defining the attachment points shown in the table. We want to write the vector FAB in cartesian vector form. Уг parameters value units 540 560 5.5 FAB FAC L 71 4/₁ 72 4/2 →→ FAB= 281.88 3.5 Submit Question 4 N N m m m m m FAC A write the vector FAB in Cartensian Vector Notation. Round your final answers to 3 significant figures. xi +247.10 Y₁ Z AB B +-388.26 x N
Q1. Find displacement at "K" using Unit Load theorem. E = 200 GPa AⓇ- Ao-0= 400 mm² A6-Ⓡ-200 mm² 30 kN de daten 1 2 LO 6 5 m K 7 50 kN 8 * 9 5 m 5 m