For a cantilever truss shown, assume that the diagonal cannot carry compression. Determine the forces in the diagonals: member AE and member DB. Thevalues of P andh are 180kN and 3.6m, respectively.P90 kNEF2 at 4.8 m = 9.6 m

Truss : A truss may be a structure in engineering that "comprises of two members only, with the…

Answered: For a cantilever truss shown, assume…

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

For the truss in Figure P8.3, compute the horizon-tal and vertical components of the displacement of jointC. The area of all bars = 2500 mm2, and E = 200 GPa.
A truss is loaded with nodal force at C as shown TOS-003. If the truss members have identical rectangular section of 5 cm x 8 cm, with E = 70 GPa, compute the vertical displacement at joint C .
If Mz = 545 kip-ft, find the magnitude of the bending stress at a point H. For the beam cross section, assume a = 10 in. b = 14 in. d = 35 in. r = 5 in. The centroid of the cross section is located 16.07 in. below the uppermost surface of the beam. The moment of inertia about the z axis is 44269 in.4.
For the truss in Figure P8.1, compute the vertical displacement of joint A and the horizontal displacement of joint C. Assume all member properties are the same except the areas of AE, ED, BD, and BC are 8 in.2 .
Determine sum of vertical support reaction at A and B
A simply supported beam carries a concentrated load of 31 kN at 7 meters from the left support (1 meters from the right support). Use EI = 80,000 kN-m2. Solve for the slope at the left support in degrees.
Determine the vertical displacement of joint C of the truss as shown. Assume that A = 0.5 in2 and E = 29(103) ksi.
a) The truss structure in Figure Q4 is supported at A and D with downward vertical load F1 acting at joint E and a downward vertical load F2 acting at joint C. The length of each truss member AB, BE, BC, CD and CF is 1.25 m. If F1 = 95 kN and F2 = 225 kN, determine the reaction force RA and RD at the supports A and D. Give your answers in kilonewtons (kN) to two decimal places. b) For the truss structure in Figure Q4, determine the forces FAE, FAB and FCF acting in members AE, AB & CF and clearly state if each member is in compression or in tension. Give your answers in kilonewtons (kN) to two decimal places. c) A solid homogeneous truss tie-rod has a diameter of 9.52 mm and an original length of 1.75 m experiences a stress of 600 MPa when placed under tension. If the material used for the truss tie-rod has a Young’s Modulus, E, of 5.8 x 1011 N/m2, calculate: (i) the tie-rod’s extension in millimetres (mm); (ii) the strain energy (U) in Joules; and (iii) the strain…
10. Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P.
If M, = 285 kip-ft, find the magnitude of the bending stress at a point H For the beam cross section, assume a = 9 in. b= 12 in. d= 31 in r= 45 in. The centroid of the cross section is located 14.16 in. below the uppermost surface of the beam. The moment of inertia about the z axis is 26227 in 4
The vertical load of 115 kN and horizontal load 125 kN are applied at joint F and B by using method of sections determine the force in member EG, DG and DF.
Using the Three Moment Equation, solve for the: 1.) Slope at B 2.) Support Reactions of the beam

SEE MORE QUESTIONS

Recommended textbooks for you

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781305081550

Author:

Braja M. Das

Publisher:

Cengage Learning