Consider the truss shown in (Figure 1). Take A = 0.0015 m² and E = 200 GPa. Suppose that F = 30 kN. 2 m 2 m 10 61 4 3 9. 2 m 1 > Part A Determine the vertical displacement at joint (2 measured upward 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. ol HA ? D6 = Value Units Submit Request Answer Part B Determine the force in the member 5 of the truss and state if the member is in tension or compression. 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. HA ? 45 = Value Units Submit Request Answer

Consider the truss shown in (Figure 1). Take A = 0.0015 m² and E = 200 GPa. Suppose that F = 30 kN. 2 m 2 m 10 61 4 3 9. 2 m 1 > Part A Determine the vertical displacement at joint (2 measured upward 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. ol HA ? D6 = Value Units Submit Request Answer Part B Determine the force in the member 5 of the truss and state if the member is in tension or compression. 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. HA ? 45 = Value Units Submit Request Answer

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

See similar textbooks

Similar questions

In Figure P8.27 support D is constructed 1.5 in. tothe right of its specified location. Using Bernoulli’s prin-ciple in Section 8.8, compute (a) the horizontal and verti-cal components of the displacement of joint B and (b) thechange in slope of member BC.
2. (CASTIGLIANO'S THEOREM) Determine the vertical displacement of point B of the beam shown below. E= 200 GPaI= 150(10) mmsP= 15.4 kNQ= 6.4 kN/ma = 6 m
Determine the vertical displacement at Joint A, B, C, D, E
Determine the slope at A and displacementat C. EI is constant. answer should be θ = -5/EI kN/m2 counterclockwise;Δ = -2.8125/EI kN/m3 upward
USING DOUBLE INTEGRATION METHOD Consider 250 mm x 250 mm (bxh) mm section and e = 100000 MPa DETERMINE VERTICAL REACTION AT B DETERMINE SLOPE REACTION AT B DETERMINE DEFLECTION AT D Values: A = 9.4 M B = 5.5 M C = 10.6 KN/M D = 33 KN
For the beam shown, determine the vertical displacement of point B. Use Virtual Work Method. E = 29 x 10⁶ psi I = 3,300 in⁴
For the beam shown, determine the vertical displacement of point B. Use Virtual Work Method.E = 29 x 10 6 psi I = 3,300 in 4
If E=200 GPa. a. Determine the slope at support A. b. Determine displacement at 8m from the left support.
A 140 KN force with a slope of 4 vertical and 7 horizontal islocated on the second quadrant. Determine its y- component.a. 121.55 KNb. 69.46 KNc. 112.55 KNd. 96.46 KN
(a) Compute the horizontal displacement of joint B produced by the 240-kN load in Figure P8.10. For all bars, area = 2400 mm2 and E = 200 GPa. (b) Assuming that no load acts, determine the horizontal displacement of joint B if support A moves 20 mm to the right and 30 mm down and support E moves downward 36 mm.
The continuous beam shown in the figure is fixed at both ends A and D, and supported by rollers at B and C Assume I = 800 x 106 mm4 and E = 70,000 MPa. W1 (kN/m) = 25 F (kN) = 50 S (mm) = 15 If there is a settlement of S at the support C, solve the following using slope deflection method: 1. Slope at B, in radians
3.) For the given couple-force system shown, determine the horizontal component of Q. P= 335 KN Q= 44 KN R=74 KN-m Z=263 KN