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For problems 2-3 and 2-4 below, the textbook adds live load and dead load without considering...
The steel framework, as show in the figure below, is used to support the reinforced stone...
The steel framework, as show in the figure below, is used to
support the reinforced stone concrete slab. The slab is 7 inch
thick. Determine the loading that acts along beam BE and girder
ABC. Take a = 10 ft. and b = 15 ft. and roof live load of 100
lb/ft^2 .
The steel framework, as show in the figure below, is used to support the reinforced stone concrete slab. The slab is 7 inch thick. Determine the loading...
The plan view of a typical floor of a four-story heavy storage facility is shown below. The floor and roof live load is...
The plan view of a typical floor of a four-story heavy storage facility is shown below. The floor and roof live load is 250 psf, and the dead load on all foors and the roof consists of the structure self-weight plus 10 psf for utilities. W 12:96 beams are spaced at 12 ft; w 18x106 reinforced one-way concrete floor/roof slab is 8" thick, each story is 12' high, and the reinforced concrete columns have a 14" x 14" cross-section girders...
The floor system shown below is subjected to a dead load of 40psf, and is used...
The floor system shown below is subjected to a dead load of 40psf, and is used for Problems 1 and 2 of this assignment. Problem 1: The floor system is built such that a - 8f and b 20ft. Sketch the loading that acts along joist BF. Answer: 320 lblft, uniform along the 20ft length
The floor system of school classroom is shown below. Determine the total load acting on all...
The floor system of school classroom is shown below. Determine the total load acting on all beams, girders, and columns. STEEL COLUMN W16X100 GIRDER 4 INCH CONCRETE SLAB W8X40 BEAM 12 ft 6 ft
2. (30 point) w 1.2 for dead load, and 1.6t is used the total factored lood and the reactions that a d 8 ft For the...
2. (30 point) w 1.2 for dead load, and 1.6t is used the total factored lood and the reactions that a d 8 ft For the dead load, assume concrete and a slab that used to tors of l a thst ct o and as in a light storage the 4-inch con16or live load, determine and sketch r-dead load, ang 5 and ABC. The loads should be The steel framework is used to support warehouse. Using the load factors of...
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...
*please solve ALL questions Assume that the floor between Beams B7 and B8 is supported directly...
*please solve ALL questions
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 floor slab consists of a
4-in.-thick, normal-weight, reinforced concrete slab (unit weight =
150 pcf). An additional floor dead load of 15 psf is specified to
account for the weight of suspended utilities and fixtures. As an
exterior beam, B7 must also support one...
4. A two story office building has interior columns spaced 25 ft apart in two perpendicular...
4. A two story office building has interior columns spaced 25 ft apart in two perpendicular directions. The columns are fixed at the roof, the second floor and the ground floor in both directions. Consider the dead load (4 inch-thick reinforced concrete slab at the roof and 6 inch thick reinforced concrete slab at the floor) as well as appropriate live load. Ignore other dead weight other than shown. Determine the following using A992 steel: (20 points) 1) Dead load...
1) For the frame below, use a- 4 ft, b- 12 ft and c 8 ft. Draw the plan view of the load distribu...
1) For the frame below, use a- 4 ft, b- 12 ft and c 8 ft. Draw the plan view of the load distribution. Clearly identify the tributary area for each beam/girder (10 pts) 2) The weight of the 5 in thick concrete slab is 3 pst per inch, the beams/grders are both w12x 25 Draw a FBD of the dead load for girder ABC. (30 pts)
1) For the frame below, use a- 4 ft, b- 12 ft and...
Using the Letter R so Dead load is 160 and Live load is 50
Using the Letter R so Dead load is 160 and Live load is
50
by 120 floor Design Problem: 150 girders Floor System: oor (Design for Bending onl nding only.ust beams and 120'x 150', Columns on a 30 Grid 1) 2) Girders span from Column to column in the 150 foot direction 3) Beams span between girders 4) Concrete floor spans across beams Loading: See table on following page Elements/Materials: 1) Beams: S-Shape a. Use same beam throughout b. No...
The steel framework, as show in the figure below, is used to
support the reinforced stone concrete slab. The slab is 7 inch
thick. Determine the loading that acts along beam BE and girder
ABC. Take a = 10 ft. and b = 15 ft. and roof live load of 100
lb/ft^2 .
The steel framework, as show in the figure below, is used to support the reinforced stone concrete slab. The slab is 7 inch thick. Determine the loading...
The plan view of a typical floor of a four-story heavy storage facility is shown below. The floor and roof live load is 250 psf, and the dead load on all foors and the roof consists of the structure self-weight plus 10 psf for utilities. W 12:96 beams are spaced at 12 ft; w 18x106 reinforced one-way concrete floor/roof slab is 8" thick, each story is 12' high, and the reinforced concrete columns have a 14" x 14" cross-section girders...
The floor system shown below is subjected to a dead load of 40psf, and is used for Problems 1 and 2 of this assignment. Problem 1: The floor system is built such that a - 8f and b 20ft. Sketch the loading that acts along joist BF. Answer: 320 lblft, uniform along the 20ft length
The floor system of school classroom is shown below. Determine the total load acting on all beams, girders, and columns. STEEL COLUMN W16X100 GIRDER 4 INCH CONCRETE SLAB W8X40 BEAM 12 ft 6 ft
2. (30 point) w 1.2 for dead load, and 1.6t is used the total factored lood and the reactions that a d 8 ft For the dead load, assume concrete and a slab that used to tors of l a thst ct o and as in a light storage the 4-inch con16or live load, determine and sketch r-dead load, ang 5 and ABC. The loads should be The steel framework is used to support warehouse. Using the load factors of...
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...
*please solve ALL questions
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 floor slab consists of a
4-in.-thick, normal-weight, reinforced concrete slab (unit weight =
150 pcf). An additional floor dead load of 15 psf is specified to
account for the weight of suspended utilities and fixtures. As an
exterior beam, B7 must also support one...
4. A two story office building has interior columns spaced 25 ft apart in two perpendicular directions. The columns are fixed at the roof, the second floor and the ground floor in both directions. Consider the dead load (4 inch-thick reinforced concrete slab at the roof and 6 inch thick reinforced concrete slab at the floor) as well as appropriate live load. Ignore other dead weight other than shown. Determine the following using A992 steel: (20 points) 1) Dead load...
1) For the frame below, use a- 4 ft, b- 12 ft and c 8 ft. Draw the plan view of the load distribution. Clearly identify the tributary area for each beam/girder (10 pts) 2) The weight of the 5 in thick concrete slab is 3 pst per inch, the beams/grders are both w12x 25 Draw a FBD of the dead load for girder ABC. (30 pts)
1) For the frame below, use a- 4 ft, b- 12 ft and...
Using the Letter R so Dead load is 160 and Live load is
50
by 120 floor Design Problem: 150 girders Floor System: oor (Design for Bending onl nding only.ust beams and 120'x 150', Columns on a 30 Grid 1) 2) Girders span from Column to column in the 150 foot direction 3) Beams span between girders 4) Concrete floor spans across beams Loading: See table on following page Elements/Materials: 1) Beams: S-Shape a. Use same beam throughout b. No...
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