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16. For the beam shown below, a uniform load, two con team shown below, a uniform...
The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse...
The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse loads of 12 kips, and 6 kips, and a tensile axial force of 10 kips. a) Draw the shear and moment diagrams. (8) b) Find the stresses at B. (10) c) Find the maximum shearing stress in the beam. (10) 12 kips 2 k/ft 6 kips 10 kips 4 41 8' A B D E 12" 2" 2 14" B 24 16"
The W33 x221 steel simply supported beam is loaded with concentrated loads and uniform load as...
The W33 x221 steel simply supported beam is loaded with
concentrated loads and uniform
load as shown with the load P= 150kip and w = 10kip/ft. For
this beam do the following;
a) Draw the shear and bending moment diagram
b) Calculate the maximum compressive and tensile stress
c) Calculate the maximum shear stress
P Р 3 ft 3 ft w 10 ft
Consider the beam subjected to a concentrated load consisting of 2.25 kips of dead load and...
Consider the beam subjected to a concentrated load consisting of
2.25 kips of dead load and 5.55 kips of live load at point B. Find
maximum factored beam shear, moment, and deflection.
Consider the beam and loading given below. The beam is subjected to a concentrated load consisting of 2.25 kips of dead load and 5.55 kips of live load at point B. Neglect beam weight. You may use any information from the AISC Manual, a) Draw the general shape...
3. For the beam shown in the figure: a) find the equations: for the load W,...
3. For the beam shown in the figure:
a) find the equations: for the load W, shear force and bending
moment of the beam shown.
b) draw the shear force and bending moment diagrams.
c) find the maximum moment for the beam.
291 kips WC kips/ tt ID B 36 kips/ ft 8 ft 24 ft 8 ft
4. (25 pt.) The beam subjected to a uniform distributed load as shown in Figure 4(a)...
4. (25 pt.) The beam subjected to a uniform distributed load as shown in Figure 4(a) has a triangular cross-section as shown in Figure 4(b). 1) (6 pt.) Determine mathematical descriptions of the shear force function V(x) and the moment function M(x). 2) (6 pt.) Draw the shear and moment diagrams for the beam. 3) (5 pt.) What is the maximum internal moment Mmar in the beam? Where on the beam does it occur? 4) (8 pt.) Determine the absolute...
1 Draw the shear-moment diagrams for the simple beam with the two concentrated loads as shown...
1 Draw the shear-moment diagrams for the simple beam with the two concentrated loads as shown in the figure below. 12 ft 8 ft Fe=20 kips Fc=15 kips
HW16.11. Cantilever beam with distributed load Consider a cantilever beam subjected to a uniform distributed load...
HW16.11. Cantilever beam with distributed load Consider a cantilever beam subjected to a uniform distributed load as indicated below. ty L/4 L/2 Draw the free-body diagram and corresponding shear force and bending moment diagrams. To draw the shear force and bending moment diagrams, you MUST use the minimum number of lines (straight or curved), i.e., the minimum number of objects created by clicking the two buttons under "V and M lines" FBD FBD Concentrated forces: FBD Distributed loads: ttt ???
A simply supported beam with a length of 21 feet with loading is shown below. The...
A simply supported beam with a length of 21 feet with loading is shown below. The uniform load has a magnitude of 420 pounds per foot (plf). The point loads each have a magnitude of 6 kips. The point loads are located at 1/3 points of the beam (i.e. 7 feet from each end of the beam). Determine: a. Location and magnitude of maximum moment b. Maximum shear c. Location and magnitude of maximum deflection. E = 1.8 x106 psi....
Up ompound beam is subjected to a uniform dead load of 200 lb/ft and a uniform...
Up ompound beam is subjected to a uniform dead load of 200 lb/ft and a uniform live load of 150 lb/ft. ermine (a) the maximum negative moment these loads develop at A, and (b) the maximum positive Shear these loads develop at D. Assume B is a hinge. El = constant. S: Live loads may be placed on any segment on the beam to maximize a function. Also, take advantage of the influence lines. There is load no point A...
For the continuous beam shown, compute the support reactions using the method of consistent defor...
draw the shear and bending moment diagrams also please
For the continuous beam shown, compute the support reactions using the method of consistent deformations by taking the reaction at support B as redundant. Also, draw the shear and bending moment diagrams. The beam is subjected to a 20 kips concentrated load at the middle of the left span plus a 1.5 inch settlement of support B. Use deflection formulas to determine deflections at B. Assume E-29000 ksi and I-750 in...
The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse loads of 12 kips, and 6 kips, and a tensile axial force of 10 kips. a) Draw the shear and moment diagrams. (8) b) Find the stresses at B. (10) c) Find the maximum shearing stress in the beam. (10) 12 kips 2 k/ft 6 kips 10 kips 4 41 8' A B D E 12" 2" 2 14" B 24 16"
The W33 x221 steel simply supported beam is loaded with
concentrated loads and uniform
load as shown with the load P= 150kip and w = 10kip/ft. For
this beam do the following;
a) Draw the shear and bending moment diagram
b) Calculate the maximum compressive and tensile stress
c) Calculate the maximum shear stress
P Р 3 ft 3 ft w 10 ft
Consider the beam subjected to a concentrated load consisting of
2.25 kips of dead load and 5.55 kips of live load at point B. Find
maximum factored beam shear, moment, and deflection.
Consider the beam and loading given below. The beam is subjected to a concentrated load consisting of 2.25 kips of dead load and 5.55 kips of live load at point B. Neglect beam weight. You may use any information from the AISC Manual, a) Draw the general shape...
3. For the beam shown in the figure:
a) find the equations: for the load W, shear force and bending
moment of the beam shown.
b) draw the shear force and bending moment diagrams.
c) find the maximum moment for the beam.
291 kips WC kips/ tt ID B 36 kips/ ft 8 ft 24 ft 8 ft
4. (25 pt.) The beam subjected to a uniform distributed load as shown in Figure 4(a) has a triangular cross-section as shown in Figure 4(b). 1) (6 pt.) Determine mathematical descriptions of the shear force function V(x) and the moment function M(x). 2) (6 pt.) Draw the shear and moment diagrams for the beam. 3) (5 pt.) What is the maximum internal moment Mmar in the beam? Where on the beam does it occur? 4) (8 pt.) Determine the absolute...
1 Draw the shear-moment diagrams for the simple beam with the two concentrated loads as shown in the figure below. 12 ft 8 ft Fe=20 kips Fc=15 kips
HW16.11. Cantilever beam with distributed load Consider a cantilever beam subjected to a uniform distributed load as indicated below. ty L/4 L/2 Draw the free-body diagram and corresponding shear force and bending moment diagrams. To draw the shear force and bending moment diagrams, you MUST use the minimum number of lines (straight or curved), i.e., the minimum number of objects created by clicking the two buttons under "V and M lines" FBD FBD Concentrated forces: FBD Distributed loads: ttt ???
Up ompound beam is subjected to a uniform dead load of 200 lb/ft and a uniform live load of 150 lb/ft. ermine (a) the maximum negative moment these loads develop at A, and (b) the maximum positive Shear these loads develop at D. Assume B is a hinge. El = constant. S: Live loads may be placed on any segment on the beam to maximize a function. Also, take advantage of the influence lines. There is load no point A...
draw the shear and bending moment diagrams also please
For the continuous beam shown, compute the support reactions using the method of consistent deformations by taking the reaction at support B as redundant. Also, draw the shear and bending moment diagrams. The beam is subjected to a 20 kips concentrated load at the middle of the left span plus a 1.5 inch settlement of support B. Use deflection formulas to determine deflections at B. Assume E-29000 ksi and I-750 in...
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