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The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse...
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...
16. For the beam shown below, a uniform load, two con team shown below, a uniform...
16. For the beam shown below, a uniform load, two con team shown below, a uniform load, two concentrated loads, and a triangular los Pied as shown. The beam diagram is presented on both this pape and the next pas to help you as you answer the questions heta. Provide the following information 10 kips 18 kips 6 kips/it 3 kips/ft 3 ft 8 ft 4 24 24 3ft A 8. C. D. is this beam statically determinate? What are...
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
A rectangular reinforced concrete beam of span 16 ft supports a concentrated load of 40 kips...
A rectangular reinforced concrete beam of span 16 ft supports a concentrated load of 40 kips at mid-point of the beam and a uniformly-distributed load of 4 kips/ft over the entire span. Given: (a) The breadth of the beam is 18 inches. (b) Concrete compressive strength, fc, is 3500 psi. (c) Rebar is Grade 40 steel i) Determine the maximum moment and maximum shear acting on the beam. ii) Determine the minimum effective depth 'd' of the beam section (rounded...
A rectangular reinforced concrete beam of span 16 ft supports a concentrated load of 40 kips...
A rectangular reinforced concrete beam of span 16 ft supports a concentrated load of 40 kips at mid-point of the beam and a uniformly-distributed load of 4 kips/ft over the entire span. Given: (a) The breadth of the beam is 18 inches. (b) Concrete compressive strength, f 'c, is 3500 psi. (c) Rebar is Grade 40 steel i) Determine the maximum moment and maximum shear acting on the beam. ii) Determine the minimum effective depth 'd' of the beam section...
Questions 5-8 A steel frame shown below is subjected to combined uniformly distributed gravity load (w...
Questions 5-8
A steel frame shown below is subjected to combined uniformly distributed gravity load (w 2 kips/f) and a horizontal earthquake load of H-10 kips Both the beams and the columns are made of W12x120 section having a yield strength of F 45 ksi. The Young's modulus of steel s E-29,000 ksi. The distributed load w is used to simulate the self-weight of the beam, the load transferred from roof slab, as well addition superimposed dead loads. The self-weigh...
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...
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
2. A 30 ft long simply supported beam supports a uniformly distributed load of 2 kips/ft...
2. A 30 ft long simply supported beam supports a uniformly distributed load of 2 kips/ft over the entire span. The beam and cross section are shown below. Draw the shear and moment diagrams, find the neutral axis location, moment of inertia of the composite section, the maximum bending stress on the cross section. (40 points) 10" 2 k/ft 1-3" 30'-0"
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 ???
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...
16. For the beam shown below, a uniform load, two con team shown below, a uniform load, two concentrated loads, and a triangular los Pied as shown. The beam diagram is presented on both this pape and the next pas to help you as you answer the questions heta. Provide the following information 10 kips 18 kips 6 kips/it 3 kips/ft 3 ft 8 ft 4 24 24 3ft A 8. C. D. is this beam statically determinate? What are...
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
A rectangular reinforced concrete beam of span 16 ft supports a concentrated load of 40 kips at mid-point of the beam and a uniformly-distributed load of 4 kips/ft over the entire span. Given: (a) The breadth of the beam is 18 inches. (b) Concrete compressive strength, fc, is 3500 psi. (c) Rebar is Grade 40 steel i) Determine the maximum moment and maximum shear acting on the beam. ii) Determine the minimum effective depth 'd' of the beam section (rounded...
Questions 5-8
A steel frame shown below is subjected to combined uniformly distributed gravity load (w 2 kips/f) and a horizontal earthquake load of H-10 kips Both the beams and the columns are made of W12x120 section having a yield strength of F 45 ksi. The Young's modulus of steel s E-29,000 ksi. The distributed load w is used to simulate the self-weight of the beam, the load transferred from roof slab, as well addition superimposed dead loads. The self-weigh...
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...
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
2. A 30 ft long simply supported beam supports a uniformly distributed load of 2 kips/ft over the entire span. The beam and cross section are shown below. Draw the shear and moment diagrams, find the neutral axis location, moment of inertia of the composite section, the maximum bending stress on the cross section. (40 points) 10" 2 k/ft 1-3" 30'-0"
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 ???
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