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roof A beam is part of the framing system for the floor of an office building....
All given loads are service loads. A column in a building is subjected to the following...
All given loads are service loads. A column in a building is subjected to the following load effects: 9 kips compression from dead load 5 kips compression from roof live load 6 kips compression from snow 7 kips compression from 3 inches of rain accumulated on the roof 8 kips compression from wind a. If load and resistance factor design is used, determine the factored load Note 2-1 (required strength) to be used in the design of the column. Which...
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...
6. The figure below shows the floor framing plan for an office building. The roof has the same fr...
6. The figure below shows the floor framing plan for an office building. The roof has the same framing plan as the floor. Select a W12 section for Column C1 in the first floor and assume the same column will be used for Column C2 in the second floor. Floor loads (applied on the 2 floor; dead load of 200 psf and live load of 300 psf Roof loads (applied on the roof: dead load of 100 psf and roof...
is the second floor of a four-story building. a flat Consider the floor framing plan shown...
is the second floor of a four-story building. a flat Consider the floor framing plan shown below. Thi The design floor live load is 90 psf. The design roof live load is 20 psf. The structure has roof G1 G4 /2 G2 GS 2o G3 FLOOR FRAMING PLAN Assume that the floor between Beams B7 and B8 is supported directly by these two beams only (not by Girders G2 and G3). Beam B7 has a self-weight of 30 plf. The...
Partial framing plan for a office is shown. There is no floor finish on the concrete...
Partial framing plan for a office is shown. There is no floor finish on the concrete slab. Stem dimensions of beam B1 are: 400 mm depth and 350 mm width, Draw the distribution of dead and live load for Beam B1. Include self weight of the beam. 4m Reduce live load as applicable. B 81 4m 200 mm Slab thickness 7.5m
Partial framing plan for a office is shown. There is no floor finish on the concrete slab. Stem dimensions...
A column in the upper story of a building is subjected to a compressive load from the following s...
A column in the upper story of a building is subjected to a compressive load from the following sources: . dead load = 30.8 kips, . occupancy live load = 1.7 kips, (Assume this is from a live load of less than 100 psf, and it is not a garage or place of public assembly.) . roof live load = 18.7 kips, and snow load 19.7 kips. If the load and resistance factor design (LRFD) method is used, what is...
A concrete beam as part of a roof system has a span length L = 24...
A concrete beam as part of a roof system has a span length L =
24 ‘-0” as shown below. The beam is subject to a uniform dead load
of wd = 800 plf, a uniform roof live load of wLr = 1600 plf and a
uniform snow load of ws = 2000 plf. Consider each possible load
combination to find the maximum factored uniform load, wu
(plf).
What is the maximum factored uniform load on the beam?
A) 3140...
1. For the building shown below, calculate the dead load, reduced live load, and maximum design...
1. For the building shown below, calculate the dead load, reduced live load, and maximum design load per IBC 2012, LRFD load combinations. Beam loads should be in plf, column loads should be in kips. [To be done by hand.] Note: It is acceptable check only equations 16-1 and 16-2 of IBC 2012. a. Beam I b. Веam II olumn A/3-supporting 1 story d. Column B/2- supporting 1 story C e. Column B/2-supporting 4 stories Given loading: Dead Load 60...
A simply supported beam as shown in the figure. The beam section is W18x211. The beam...
A simply supported beam as shown in the figure. The beam section is W18x211. The beam must support its own weight and must carry the following loading: Super-imposed distributed dead load = 0.25 kip/ft Distributed live load = 1 kip/ft Concentrated dead load = 12 kip The beam span L = 26 ft and the distance of the concentrated load from the right support a=6 ft. Consider analy- sis of beam subjected to load combination 1.2 dead + 1.6 live....
Problem #2 (33%) Design the T-beam for the floor system shown below. The floor has a...
Problem #2 (33%) Design the T-beam for the floor system shown below. The floor has a 4-in. slab suspoted by 22-ft-span-length beams cast monolithically with the slab. Beams are 8 ft- 0 in. on center and have a web width of 12 22 in.; fe' 3000 psi in. and a total depth and fy 60,000 psi. Service loads are 0.125- ksf live load and 0.200-ksf dead load. The given dead load does not include the weight of the floor system....
All given loads are service loads. A column in a building is subjected to the following load effects: 9 kips compression from dead load 5 kips compression from roof live load 6 kips compression from snow 7 kips compression from 3 inches of rain accumulated on the roof 8 kips compression from wind a. If load and resistance factor design is used, determine the factored load Note 2-1 (required strength) to be used in the design of the column. Which...
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...
6. The figure below shows the floor framing plan for an office building. The roof has the same framing plan as the floor. Select a W12 section for Column C1 in the first floor and assume the same column will be used for Column C2 in the second floor. Floor loads (applied on the 2 floor; dead load of 200 psf and live load of 300 psf Roof loads (applied on the roof: dead load of 100 psf and roof...
is the second floor of a four-story building. a flat Consider the floor framing plan shown below. Thi The design floor live load is 90 psf. The design roof live load is 20 psf. The structure has roof G1 G4 /2 G2 GS 2o G3 FLOOR FRAMING PLAN Assume that the floor between Beams B7 and B8 is supported directly by these two beams only (not by Girders G2 and G3). Beam B7 has a self-weight of 30 plf. The...
Partial framing plan for a office is shown. There is no floor finish on the concrete slab. Stem dimensions of beam B1 are: 400 mm depth and 350 mm width, Draw the distribution of dead and live load for Beam B1. Include self weight of the beam. 4m Reduce live load as applicable. B 81 4m 200 mm Slab thickness 7.5m
Partial framing plan for a office is shown. There is no floor finish on the concrete slab. Stem dimensions...
A column in the upper story of a building is subjected to a compressive load from the following sources: . dead load = 30.8 kips, . occupancy live load = 1.7 kips, (Assume this is from a live load of less than 100 psf, and it is not a garage or place of public assembly.) . roof live load = 18.7 kips, and snow load 19.7 kips. If the load and resistance factor design (LRFD) method is used, what is...
A concrete beam as part of a roof system has a span length L =
24 ‘-0” as shown below. The beam is subject to a uniform dead load
of wd = 800 plf, a uniform roof live load of wLr = 1600 plf and a
uniform snow load of ws = 2000 plf. Consider each possible load
combination to find the maximum factored uniform load, wu
(plf).
What is the maximum factored uniform load on the beam?
A) 3140...
1. For the building shown below, calculate the dead load, reduced live load, and maximum design load per IBC 2012, LRFD load combinations. Beam loads should be in plf, column loads should be in kips. [To be done by hand.] Note: It is acceptable check only equations 16-1 and 16-2 of IBC 2012. a. Beam I b. Веam II olumn A/3-supporting 1 story d. Column B/2- supporting 1 story C e. Column B/2-supporting 4 stories Given loading: Dead Load 60...
A simply supported beam as shown in the figure. The beam section is W18x211. The beam must support its own weight and must carry the following loading: Super-imposed distributed dead load = 0.25 kip/ft Distributed live load = 1 kip/ft Concentrated dead load = 12 kip The beam span L = 26 ft and the distance of the concentrated load from the right support a=6 ft. Consider analy- sis of beam subjected to load combination 1.2 dead + 1.6 live....
Problem #2 (33%) Design the T-beam for the floor system shown below. The floor has a 4-in. slab suspoted by 22-ft-span-length beams cast monolithically with the slab. Beams are 8 ft- 0 in. on center and have a web width of 12 22 in.; fe' 3000 psi in. and a total depth and fy 60,000 psi. Service loads are 0.125- ksf live load and 0.200-ksf dead load. The given dead load does not include the weight of the floor system....
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