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A uniform live load of 0.5 k/ſt and a single concentrated force of 20 k are...
A uniform live load of 0.25k/ft and a single concentrated live force of 3k are to...
A uniform live load of 0.25k/ft and a single
concentrated live force of 3k are to be placed on the floor slabs
.Determine（a）the maximum positive live vertical reaction at the
support D （b）the maximum positive live shear in panel EF of the
girder and（c）the maximum positive live moment at F. Assume the
support at D is a roller and G is a pin.
6-28 6-38. A uniform live load of 0.25 k/ft and a single concentrated live force of 3...
Q1. The beam supports a uniform dead load of 500 N/m and single live concentrated force...
Q1. The beam supports a uniform dead load of 500 N/m and single
live concentrated force of 3000 N. Determine (a) the maximum
positive moment that can be developed at point C, and (b) the
maximum positive shear that can be developed at point C. Assume the
support at A is a pin and B is a roller.
1. The beam supports a uniform dead load of 500 N/m and single live concentrated force of 3000 N. Determine (a) the...
Part A A uniform live load of 250 lb/ft and a single live concentrated force of...
Part A A uniform live load of 250 lb/ft and a single live concentrated force of 1700 lb are to be placed on the beam. The beam has a weight of 150 lb/ft. Assume the support at A is a pin and B is a roller. Follow the sign convention. (Figure 1) Determine the maximum vertical reaction at support B Express your answer using three significant figures. (By) max(t) SubmitP ous Answers Request Answer XIncorrect: Try Again; 5 attempts remaining...
A uniform live load of 350 lb/ft and a single live concentrated force of 1700 lb...
A uniform live load of 350 lb/ft and a single live concentrated
force of 1700 lb are to be placed on the beam. The beam has a
weight of 150 lb/ft. Assume the support at A is a pin and
B is a roller. Follow the sign convention. (Figure 1)
Determine the Max vertical reaction at support B.
Determine the negative bending moment at point B with the max
magnitude.
m ive laad of 350b/ft and a single Ivs concantratcd...
Chapter 6- Influence Lines Draw the influence line for the shear and moment at C for...
Chapter 6- Influence Lines Draw the influence line for the shear and moment at C for the beam shown below. The support at A is a roller and the support at B is a pin. The beam is subjected to a uniform load of 5 kip/ft over its entire length and a single 12 kip concentrated force. Deternmine the maximum values of Ve and Mc and the position of the applied concentrated force for each condition. Answer: VC: +0.5 at...
PartA The compound beam shown in (Figure 1) is subjected to a uniform dead load of...
PartA The compound beam shown in (Figure 1) is subjected to a uniform dead load of 300 lb/ft and a single live load of 2 k. Assume C is a fixed support, B is a pin, and A is a roller Determine the negative bending moment with the maximum magnitude created by these loads at C Express your answer using three significant figures (Mc)max(-) k ft Figure 1 of 1 Submit uest Answer Part B Determine the negative shear with...
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...
The Beam shown will be subjected to a concentrated live load of 100kN, a uniformly distributed...
The
Beam shown will be subjected to a concentrated live load of 100kN,
a uniformly distributed live load of 50kN/m and a uniformly
distributed dead load of 20kN/m.
45.) determine the maximum reaction at B
46.) determine the maximum positive shear at C
47.) determine the maximum negative moment at B
The beam shown will be subjected to a concentrated live load of 100 KN, a uniformly distributed live load of 50 kN/m and a uniformly distributed dead load of...
Sketch (qualitatively) the influence line for (a) the vertical reaction at C, (b) the moment at B...
Sketch (qualitatively) the influence line for (a) the vertical reaction at C, (b) the moment at B, and (c) the shear at E. In each case, indicate on a sketch of the beam where a uniform distributed live load should be placed so as to cause a maximum positive value of the corresponding force/moment investigated. Assume the beam is fixed at F. Supports at A, C, and D are rockers (roller supports) E F 4 m iTm
Sketch (qualitatively) the...
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...
A uniform live load of 0.25k/ft and a single
concentrated live force of 3k are to be placed on the floor slabs
.Determine（a）the maximum positive live vertical reaction at the
support D （b）the maximum positive live shear in panel EF of the
girder and（c）the maximum positive live moment at F. Assume the
support at D is a roller and G is a pin.
6-28 6-38. A uniform live load of 0.25 k/ft and a single concentrated live force of 3...
Q1. The beam supports a uniform dead load of 500 N/m and single
live concentrated force of 3000 N. Determine (a) the maximum
positive moment that can be developed at point C, and (b) the
maximum positive shear that can be developed at point C. Assume the
support at A is a pin and B is a roller.
1. The beam supports a uniform dead load of 500 N/m and single live concentrated force of 3000 N. Determine (a) the...
Part A A uniform live load of 250 lb/ft and a single live concentrated force of 1700 lb are to be placed on the beam. The beam has a weight of 150 lb/ft. Assume the support at A is a pin and B is a roller. Follow the sign convention. (Figure 1) Determine the maximum vertical reaction at support B Express your answer using three significant figures. (By) max(t) SubmitP ous Answers Request Answer XIncorrect: Try Again; 5 attempts remaining...
A uniform live load of 350 lb/ft and a single live concentrated
force of 1700 lb are to be placed on the beam. The beam has a
weight of 150 lb/ft. Assume the support at A is a pin and
B is a roller. Follow the sign convention. (Figure 1)
Determine the Max vertical reaction at support B.
Determine the negative bending moment at point B with the max
magnitude.
m ive laad of 350b/ft and a single Ivs concantratcd...
Chapter 6- Influence Lines Draw the influence line for the shear and moment at C for the beam shown below. The support at A is a roller and the support at B is a pin. The beam is subjected to a uniform load of 5 kip/ft over its entire length and a single 12 kip concentrated force. Deternmine the maximum values of Ve and Mc and the position of the applied concentrated force for each condition. Answer: VC: +0.5 at...
PartA The compound beam shown in (Figure 1) is subjected to a uniform dead load of 300 lb/ft and a single live load of 2 k. Assume C is a fixed support, B is a pin, and A is a roller Determine the negative bending moment with the maximum magnitude created by these loads at C Express your answer using three significant figures (Mc)max(-) k ft Figure 1 of 1 Submit uest Answer Part B Determine the negative shear with...
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...
The
Beam shown will be subjected to a concentrated live load of 100kN,
a uniformly distributed live load of 50kN/m and a uniformly
distributed dead load of 20kN/m.
45.) determine the maximum reaction at B
46.) determine the maximum positive shear at C
47.) determine the maximum negative moment at B
The beam shown will be subjected to a concentrated live load of 100 KN, a uniformly distributed live load of 50 kN/m and a uniformly distributed dead load of...
Sketch (qualitatively) the influence line for (a) the vertical reaction at C, (b) the moment at B, and (c) the shear at E. In each case, indicate on a sketch of the beam where a uniform distributed live load should be placed so as to cause a maximum positive value of the corresponding force/moment investigated. Assume the beam is fixed at F. Supports at A, C, and D are rockers (roller supports) E F 4 m iTm
Sketch (qualitatively) the...
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...
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