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.
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Q1. The beam supports a uniform dead load of 500 N/m and single
live concentrated force...
A uniform live load of 0.5 k/ſt and a single concentrated force of 20 k are...
A uniform live load of 0.5 k/ſt and a single concentrated force of 20 k are to be placed on the beam. Determine (a) the maximum positive live vertical reaction at support B, (b) the maximum positive live shear at point C, and (c) the maximum positive live moment at point C. Assume the support at A is a pin and B is a roller. BREASE 10 - - - 10 f -- - 10 ft
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...
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...
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...
Beam ABD is pin-supported at A, Band D. The beam is used to support a dead...
Beam ABD is pin-supported at A, Band D. The beam is used to support a dead load of 800 N/m, a moving live load of 4 kN/m, and a moving concentrated live load of 20 kN. Determine a) the maximum positive (upward) reaction at B, b) the maximum positive moment at C and c) the maximum negative shear at C 4 m 4 m 4 m 4 m
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...
Please solve number 2. 2. The beam shown in Figure 1 is used...upport a dead load...
Please solve number 2.
2. The beam shown in Figure 1 is used...upport a dead load of 500 kN/m, and concentrated live load of 10 KN. Determine the 2.1 the maximum positive (upward) reaction at B, 2.2 the maximum positive shear at C, and 2.3 the maximum positive moment at D. 3. Determine the maximum positive shear and moment at point C due to series of concentrated moving loads shown in the Figure below. ESTAURATION ELEUCO2K5k4k DLOU bent SOSO SEBEUS...
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...
The beam shown in Figure (2) is subjected to a uniform live load of 2.4 kN/m,...
The beam shown in Figure (2) is subjected to a uniform live load of 2.4 kN/m, a dead load of 1.0 kN/m, and a single live load of 80 kN. Assume B is an internal hinge. Determine: (a) the maximum positive moment at E, (b) the maximum positive shear at E. created by these loads. Hinge A B С E D 2m 2m 2m 2m
A uniform live load of 0.5 k/ſt and a single concentrated force of 20 k are to be placed on the beam. Determine (a) the maximum positive live vertical reaction at support B, (b) the maximum positive live shear at point C, and (c) the maximum positive live moment at point C. Assume the support at A is a pin and B is a roller. BREASE 10 - - - 10 f -- - 10 ft
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...
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...
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...
Beam ABD is pin-supported at A, Band D. The beam is used to support a dead load of 800 N/m, a moving live load of 4 kN/m, and a moving concentrated live load of 20 kN. Determine a) the maximum positive (upward) reaction at B, b) the maximum positive moment at C and c) the maximum negative shear at C 4 m 4 m 4 m 4 m
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...
Please solve number 2.
2. The beam shown in Figure 1 is used...upport a dead load of 500 kN/m, and concentrated live load of 10 KN. Determine the 2.1 the maximum positive (upward) reaction at B, 2.2 the maximum positive shear at C, and 2.3 the maximum positive moment at D. 3. Determine the maximum positive shear and moment at point C due to series of concentrated moving loads shown in the Figure below. ESTAURATION ELEUCO2K5k4k DLOU bent SOSO SEBEUS...
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...
The beam shown in Figure (2) is subjected to a uniform live load of 2.4 kN/m, a dead load of 1.0 kN/m, and a single live load of 80 kN. Assume B is an internal hinge. Determine: (a) the maximum positive moment at E, (b) the maximum positive shear at E. created by these loads. Hinge A B С E D 2m 2m 2m 2m
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