For the steel beam (EI=2x10^8 lb-in^2) and loading shown in the figure, w = .15 Kip/in & L=1ft.
1) Find the reaction forces at A and C
2) Deflection at B
A & C are on rollers, Fixed support at D.
Sections are divided into thirds, L/3.
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For the steel beam (EI=2x10^8 lb-in^2) and loading shown in the
figure, w = .15 Kip/in...
2. (30 pts) The framework consists of three A-36 steel beams AB, CD, and BC. Each...
2. (30 pts) The framework consists of three A-36 steel beams AB, CD, and BC. Each beam has a flexural rigidity EI (kip-ft?). The loading condition is shown in the figure below. (note: beams AB and CD are cantilevered beams subjected to uniform loads 5 kip/ft for 8 ft. Beam BC is a simple supported beam subjected to a force 15 kip in the middle of the beam). Appendix C of deflection charts is on the textbook. a) Calculate the...
The W10 x 15 cantilevered beam is made of A-36 steel and is subjected to the loading shown.(Figure 1)
The W10 x 15 cantilevered beam is made of A-36 steel and is subjected to the loading shown.(Figure 1) Part A Determine the displacement at B, if P1 = 9 kip and P2 = 5 kip Part B Determine the slope at B, if P1 = 9 kip and P2 = 5 kip.
The W10 × 15 cantilevered beam is made of A-36 steel and is subjected to the loading shown
The W10 × 15 cantilevered beam is made of A-36 steel and is subjected to the loading shown. Suppose that w=2.5 kip/ft. E = 29(103) ksi and I = 68.9 in4.(Figure 1) Part A Determine the slope of the beam B, measured counterclockwise from the positive x axis. Express your answer using three significant figures. Part B Determine the displacement of the beam at B.
Question 3 For the simply supported steel beam with cross section and loading shown (see Figure...
Question 3 For the simply supported steel beam with cross section and loading shown (see Figure 3a), knowing that uniformly distributed load w=60 kN/m, Young modulus E = 200 GPa, and yield stress Cyield=200 MPa (in both tension and compression). ул 15 mm w=60 kN/m ... 1 B A 15 mm + 300 mm IC - i 2.5m 1 1 15 mm 7.5m 1 150 mm Figure 3a (a) Check if: the beam is safe with respect to yielding (using...
For the beam and loading shown in the figure, integrate the load distribution to determine the...
For the beam and loading shown in the figure, integrate the load
distribution to determine the equation of the elastic curve for the
beam, and the maximum deflection for the beam. Assume that
EI is constant for the beam. Assume EI=25000 kN⋅m2, L=2.4
m, and w0=61 kN/m.
(a) Use your equation for the elastic curve to
determine the deflection at x=1.5 m. Enter a negative value if
the deflection is downward, or a positive value if it is
upward.
(b)...
Part 1 For the beam shown, assume that EI = 80 ,000 kip-ft2, P = 90...
Part 1
For the beam shown, assume that EI = 80 ,000
kip-ft2, P = 90 kips, and w = 7.5
kips/ft. Use discontinuity functions to determine
(a) the reactions at A, C, and D.
(b) the beam deflection at B.
Assume LAB = LBC = 9.5 ft,
LCD = 19.0 ft.
Part 1 (a; tha reactians at 4, c, and 0. LMB LBC LCD
3) For the beam and loading shown in figure, E = 30 x 106 psi, 7...
3) For the beam and loading shown in figure, E = 30 x 106 psi, 7 = 200 in4. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft A С B -8 ft
3) For the beam and loading shown in figure, E = 30 x 106 psi, 7...
3) For the beam and loading shown in figure, E = 30 x 106 psi, 7 = 200 inº. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft A С B -8 ft-
3) For the beam and loading shown in figure, E = 30 x 106 psi, I...
3) For the beam and loading shown in figure, E = 30 x 106 psi, I = 200 int. Determine (a) the reaction force at A and (b) the deflection at C. 3 ft 8 kip 2 kip/ft IA с в | -8 ft
3) For the beam and loading shown in figure, E = 30 x 106 psi, Ī...
3) For the beam and loading shown in figure, E = 30 x 106 psi, Ī = 200 int. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft litum A С B -8 ft-
2. (30 pts) The framework consists of three A-36 steel beams AB, CD, and BC. Each beam has a flexural rigidity EI (kip-ft?). The loading condition is shown in the figure below. (note: beams AB and CD are cantilevered beams subjected to uniform loads 5 kip/ft for 8 ft. Beam BC is a simple supported beam subjected to a force 15 kip in the middle of the beam). Appendix C of deflection charts is on the textbook. a) Calculate the...
Question 3 For the simply supported steel beam with cross section and loading shown (see Figure 3a), knowing that uniformly distributed load w=60 kN/m, Young modulus E = 200 GPa, and yield stress Cyield=200 MPa (in both tension and compression). ул 15 mm w=60 kN/m ... 1 B A 15 mm + 300 mm IC - i 2.5m 1 1 15 mm 7.5m 1 150 mm Figure 3a (a) Check if: the beam is safe with respect to yielding (using...
For the beam and loading shown in the figure, integrate the load
distribution to determine the equation of the elastic curve for the
beam, and the maximum deflection for the beam. Assume that
EI is constant for the beam. Assume EI=25000 kN⋅m2, L=2.4
m, and w0=61 kN/m.
(a) Use your equation for the elastic curve to
determine the deflection at x=1.5 m. Enter a negative value if
the deflection is downward, or a positive value if it is
upward.
(b)...
Part 1
For the beam shown, assume that EI = 80 ,000
kip-ft2, P = 90 kips, and w = 7.5
kips/ft. Use discontinuity functions to determine
(a) the reactions at A, C, and D.
(b) the beam deflection at B.
Assume LAB = LBC = 9.5 ft,
LCD = 19.0 ft.
Part 1 (a; tha reactians at 4, c, and 0. LMB LBC LCD
3) For the beam and loading shown in figure, E = 30 x 106 psi, 7 = 200 in4. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft A С B -8 ft
3) For the beam and loading shown in figure, E = 30 x 106 psi, 7 = 200 inº. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft A С B -8 ft-
3) For the beam and loading shown in figure, E = 30 x 106 psi, I = 200 int. Determine (a) the reaction force at A and (b) the deflection at C. 3 ft 8 kip 2 kip/ft IA с в | -8 ft
3) For the beam and loading shown in figure, E = 30 x 106 psi, Ī = 200 int. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft litum A С B -8 ft-
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