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2) Consider the arrangement of beams and girders that are used to support a 5 in...
*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...
1. T-Beams are used to support a floor in an industrial building. The floor is used...
1. T-Beams are used to support a floor in an industrial building. The floor is used for product storage so it must be designed for a heavy 600 psf. The floor must also support a superimposed dead load of 20 psf (in addition to the self-weight of the beams and slab. The layout of the beams and slabs is shown below. The beams span 30.0% and are spaced at 4.0” center to center. The slab is 3” thick. The concrete...
1. Determine the support reactions for girders B-1, B-2, B-3 and G-2. Live load- 75 psf, Dead loa...
1. Determine the support reactions for girders B-1, B-2, B-3 and G-2. Live load- 75 psf, Dead loads: 55 psf. Planks width is 1'. Beam and girder self weight is 10 lb/ft. B-1 G-2 B-3 10" 5' 41 8'
1. Determine the support reactions for girders B-1, B-2, B-3 and G-2. Live load- 75 psf, Dead loads: 55 psf. Planks width is 1'. Beam and girder self weight is 10 lb/ft. B-1 G-2 B-3 10" 5' 41 8'
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...
1. For the given framing plan, first identify all unique beams and columns. After that, find out the final load tra...
1. For the given framing plan, first identify all unique beams and columns. After that, find out the final load transferred on each beam and girder. Finally draw load diagrams for all beams and girders, and determine the support reactions. 50 ft 50 ft 50 ft 25 ft I(2 B1 25 ft 3 1 25 ft 4 25 ft A B D Use: Live load 110 PSF ead load excluding weight of the slab Thickness of concrete slab = 5...
show work please!! 1. For the given framing plan, first identify all unique beams and columns....
show work please!!
1. For the given framing plan, first identify all unique beams and columns. After that, find out the final load transferred on each beam and girder. Finally draw load diagrams for all beams and girders, and determine the support reactions (70 Points) 50 ft 50 ft 50 ft 25 ft 25 ft 0 25 ft 25 ft Use Live load 110 PSF . Dead load excluding weight of the slab 15 PSF .Thickness of concrete slab 6...
Name beam shown in Figure is a W16 x 31 of A36 steel. It supports a...
Name beam shown in Figure is a W16 x 31 of A36 steel. It supports a reinforced concrete floor slab that provides continuous lateral support of the compression flange The service dead load is 450 lb/ft. This load is superimposed on the beam: it does n include the weight of the beam itself. The service live load is 550 lb/ft. Does this bean have adequate moment strength? (25 430 550
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...
Seeking structural engineering help. please answer the entire question, showing all steps. thank ...
seeking structural engineering help. please answer the entire
question, showing all steps. thank you very much!
The structural steel framing plan of the figure represents a floor system for a narrow commercial building. The floor is to support a 6 in. thick reinforced concrete slab, a live load of 150 psf and an additional future load of 20 psf. Use the Allowable Stress Design (as per the class reference materials) and ASTMA36 steel for all members, use 0.6 Fy as...
*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...
1. T-Beams are used to support a floor in an industrial building. The floor is used for product storage so it must be designed for a heavy 600 psf. The floor must also support a superimposed dead load of 20 psf (in addition to the self-weight of the beams and slab. The layout of the beams and slabs is shown below. The beams span 30.0% and are spaced at 4.0” center to center. The slab is 3” thick. The concrete...
1. Determine the support reactions for girders B-1, B-2, B-3 and G-2. Live load- 75 psf, Dead loads: 55 psf. Planks width is 1'. Beam and girder self weight is 10 lb/ft. B-1 G-2 B-3 10" 5' 41 8'
1. Determine the support reactions for girders B-1, B-2, B-3 and G-2. Live load- 75 psf, Dead loads: 55 psf. Planks width is 1'. Beam and girder self weight is 10 lb/ft. B-1 G-2 B-3 10" 5' 41 8'
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...
1. For the given framing plan, first identify all unique beams and columns. After that, find out the final load transferred on each beam and girder. Finally draw load diagrams for all beams and girders, and determine the support reactions. 50 ft 50 ft 50 ft 25 ft I(2 B1 25 ft 3 1 25 ft 4 25 ft A B D Use: Live load 110 PSF ead load excluding weight of the slab Thickness of concrete slab = 5...
show work please!!
1. For the given framing plan, first identify all unique beams and columns. After that, find out the final load transferred on each beam and girder. Finally draw load diagrams for all beams and girders, and determine the support reactions (70 Points) 50 ft 50 ft 50 ft 25 ft 25 ft 0 25 ft 25 ft Use Live load 110 PSF . Dead load excluding weight of the slab 15 PSF .Thickness of concrete slab 6...
Name beam shown in Figure is a W16 x 31 of A36 steel. It supports a reinforced concrete floor slab that provides continuous lateral support of the compression flange The service dead load is 450 lb/ft. This load is superimposed on the beam: it does n include the weight of the beam itself. The service live load is 550 lb/ft. Does this bean have adequate moment strength? (25 430 550
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...
seeking structural engineering help. please answer the entire
question, showing all steps. thank you very much!
The structural steel framing plan of the figure represents a floor system for a narrow commercial building. The floor is to support a 6 in. thick reinforced concrete slab, a live load of 150 psf and an additional future load of 20 psf. Use the Allowable Stress Design (as per the class reference materials) and ASTMA36 steel for all members, use 0.6 Fy as...
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